HomeMy WebLinkAbout3667-3; STREET SEALING PROJECT 2000/01; SUBMITTALS;American Asphalt
Repair & Resurfacing Co., Inc.
14436 Santa Ana Ave.
Fontana, CA 92337
California Contractors License # 439591
909-427-8276 FAX: 909-427-8279
City of Carlsbad
Public Works - Engineering
1635 Faraday Avenue
Carlsbad, CA 92008-7314
760-602-2720 FAX: 760-602-8562 September 27, 2001
Attention: Jon Schauble, P.E.
Associate Engineer
Regarding: Certification
Dear Sir,
American Asphalt Repair & Resurfacing Co., Inc. certifies that R.E.A.S. installed
in the City of Carlsbad meets or exceeds Greenbook Specifications, Contract
Documents, and Supplemental Provisions.
Attached is the material supplier's letter and certification of Greenbook quality
requirements - that you requested in your letter of September 20, 2001.
WSince
Lewis D. Bohnett
Managing Officer
FROM : FREDERICKSONS PHONE NO. : 760 738 4242 Sep. 25 2001 05:21PM P2
ARMOR PRODUCTS, INC.
September25, 2001
Dan Bohnett
American Asphalt
14436 Santa Ana Ave.
Fontana, Ca 92337
Dear Dan:
This letter is to cerdfi all loads provided by Armor Products, Inc. to American Asphalt for the "City of
Carlsbad Job, 2000/01 Street Scaling Project No. 3667-3" complied with Standard Specifications for Public
Works Construction, 2000 Edition, Section 6003.2.4. Furthermore, as indicated in Standard Specification for
Public Works Construction all materials complied with the following
Residue by Evaporation % ASTM D244 50 rain.
Granular Rubber Content, lbs./gal. - Between 0.56 and 0.65
Percent Latex by weight of RP1 20/6 min.
Penetration of Residue, 77 F., 100g. 5 sec. ASTM 1)5 Between 22 and 37
Percent Soluble in Triebloxocthylene ASTM 1)2042 79% rain.
Should I be of any further assistance please call ran
1359 EMnRAUE GLEN • ESCONDIDO. CA • 92129
PflO 760 741 5340 FAX: 7O 738 4242
) -
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #: /( ;8L
Weight Ticket #: /F'
Date:
TESTS ON FLEX SEAL EMIJISIAN,
Viscosity, 77 F;, Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, N./gal. ~t 0.5 lbs.
Sieve Test% -
Particle Charge Anionic
Weight per Gallon - ô
Percent SBR Polymer (by solids) . ~ 1.2%
TESTS ON POLYMER MODIFIER
Residue >-60% -?.
AutoñzedRepreseve. Date
ARMOR PRODUCTS, INC
(760) 746-5540
To: /9fth/AiV'
RE: Flex Seal Product Certification
Weight Ticket #:
Date:
TESTS ON FLEX SEAL RMIJLST(IN!
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue%
Granular Rubber Content,_lbs./gal. >— 0.5 lbs. '
Sieve Test %' <— 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids). 1.2%
TESTS ON POLYMER MODIFIER
[Residue 60%
Authorized Representative Date
qj14j)
r
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #:
Weight Ticket #:
Date:
TESTS ON FLEX SEA!. EMIT! SIAN!
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. 0.5 lbs.
Sieve Test % < 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) ~t 1.2%
TESTS ON POLYMER MODIFIER
Residue ~t 60%
Authorized Rpresentative Date
(
ARMOR PRODUCTS, INC
(760) 746-5540
To:
17yL7
RE: Flex Seal Product Certifièation
Batch #:
Weight Ticket #:
Date:
TESTS ON FLEX SEAL EMULSION:
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal ~t 0.5 lbs.
Sieve Test % < 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
Residue 60%
3TI2p1M)-. Authorized Representative ______ Date
;c.
I,
ARMOR PRODUCTS, INC
(760) 746-5540
To:
RE: Flex Seal Product Certification
Batch #: i/.3~T
Weight Ticket #: /0
Date:
TESTS ON FLEX SEAL EMIT! SIAN!
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content,_lbs./gal. - ~ 0.5 lbs. -
Sieve Test % <_ 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
Residue ~! 60%
A
Date
) 1
Authorized Representative
ARMOR PRODUCTS, INC
(760) 746-5540
To: t4AjZ-AC-4A,1
RE: Flex Seal Product Certification
Batch #: /34t
Weight Ticket #: / a 7 Ir
Date: 7-/-7/
TESTS ON FLEX SEAL EMULSION:
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, Jbs./gal. ~t 0.5 lbs.
Sieve Test % :5 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) ~t 1.2%
TESTS ON POLYMER MODIFIER
Residue I ~! 60%
Representative Date'
7-14 .c)/
Date
ARMOR PRODUCTS, INC
(760) 746-5540
To
RE: Flex Seal Product Certification
Batch#:
Weight Ticket #: (' 73
Date: 7—i4—O/
TESTS ON-FLEX SEAL EMTJLSIflN
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. k 0.5 lbs.
Sieve Test % :5 2.0%
Particle Charge Anionic
Weight per Gallon 7, 5
Percent SBR Polymer (by solids) 2:1.2%
TESTS ON POLYMER MODWIER
Residue J 2: 60%
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #:
Weight Ticket #:
Date:
TESTS ON FLEX SEAL EMULSION!
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. 2! 0.5 lbs.
Sieve Test%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1 2: 1.2%
TESTS ON POLYMER MODIFIER
Residue [2:60%
I
CT 7_f3)/
Authorized Representative Date
r
*
ARMOR PRODUCTS, INC
(760) 746-5540
To:
RE: Flex Seal Product Certification
Batch #:
Weight Ticket #: _______________ Date:
TESTS ON FLEX SEAL EMULSION:
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
(
Residue %
Granular Rubber Content, lbs igal. 2:0.5 lbs.
Sieve Test % 2.0%
Particle Charge Anionic
Weight per Gallon '5
Percent SBR Polymer (by solids) 2:1.2%
POLYMER MODllHR
Residue
Z thorized Representative
7I 3 -t/
Date
ARM-OR FRODUCT5
RE; Ile Seal Product Certification
Weight Ticl<et H:
Date:
(JaUns
TRAT44 fl' Fl F X q9 &I F',11!LSInN
Viscosity, 77) Bro4Jitli'#bSp ndk at iO rpm
Riiiuc
Granular Rubber Cowen . ths.iaI. O.5 lbs.
Sieve Test % 2 fl
Par'.c(e Citt
Anionic
Weight per Gallon
rerent SBR Polywer by s(1fkts)
TESTS ON PDX .VR NIODIFiER
___-------_
educ
~60%
Date
1
ARMOR PRODUCT5
RE: Flex Seal Product Certification
Weight Ticket :
Date:
Gailom
T1ST FIFX REAL EMULSION-.
Vise os:iy, 77 Brocktiek, i6Spindk t 10 rpm (ps) -
ResicJu %
GfaItularRuoberContILt. ths./aL, >0.5 Lbs.
Sieve Test
Price Chart .
-- ----..
Amollic
Wcigh per Gallon
reent SBR Polymer (by solids)
p
TESTS ON POLYMER MODIFIFR
Date *
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue% •
___________
Granular Rubber Content, lbs./gal. - • 2:0.5 lbs.
Sieve Test % - :52.0%
Particle Charge • • Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 2:1.2%
I'
ARMOR PRODUCTS, INC
(760) 746-5540
To:
ANAt
RE: Flex Seal Product Certification
Batch#:
Weight Ticket #:
Date:'
TESTS ON FLEX SEAL EMULSION:
TESTS ON POLYMER MODIFIER
[Residue . .
• •,. H ••
• • Authorized Representative • • Date •
•
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #: .&51- Weight Ticket #:
Date: 7/J4J(
TESTS ON FLEX SEAL EMITISTON!
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. >— 0.5 lbs.
Sieve Test % 5 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
Residue j>-60% I
____ Authorized Representative Date
:
ARMOR PRODUCTS, INC
(760) 746-5540
ft.]
RE: Flex Seal Product Certification
Batch #: /107
Weight Ticket #:
Date:
TESTS ON FLEX SEAL EMTTLSIflN,
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. 0.5 lbs.
Sieve Test % <— 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
Residue 60%
Authorized Representative
mp
Date •
ARMOR PRODUCTS, INC
(760) 746-5540
Itil 71JdIrtJ?'
RE: Flex Seal Product Certification
Batch #:
Weight Ticket #:
Date: 2b -r?I
TESTS ON FLEX SEAL EMULSION
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. 0.5 lbs.
Sieve Test % :5 2.0%
Particle Charge . Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 2t 1.2%
TESTS ON POLYMER MODIFIER
Residue 2:66%
-
Authorized Representative Date
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #:
Weight Ticket #:
Date:
~124 gJ14
TESTS ON FLEX SEAL EMULSION:
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. 2:0.5 lbs.
Sieve Test % < 2.0%
Particle Charge . Anionic
Weight per Gallon <f
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
Residue 2:60%
r
Authorized Representative Date
t"'4
-
ARMOR PRODUCTS, INC
(760) 746-5540
To: .24 al(Alz
RE: Flex Seal Product Certification
Batch #: /k7g7
Weight Ticket
Date:
TESTS ON FLEX SEAL EMIT! STflN
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. >— 0.5 lbs.
Sieve Test % < 2.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
Residue [~60%
Authorized Representative • Date
p..
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #: a45;______
Weight Ticket #: Of Date:
TESTS ON FLEX SEAL EMULSION:
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbs./gal. >— 0.5 lbs.
Sieve .Test % :5 2.0%
Particle Charge . Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 2t 1.2%
TESTS ON POLYMER MODIFIER
Residue : ~t 600/0
:.. -Lae=
Authonzed Representative
• •c•.
Date ••
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #: oB2 Weight Ticket 10 N
Date: Co Z O
TESTS ON FLEX SEAL EMULSION:
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps) X) C)
Residue %
Granular Rubber Content, Ibs./gal. 0.5 lbs.
Sieve Test % :92.0%
Particle Charge Anionic
Weight per Gallon
Percent SBR Polymer (by solids) 1.2%
TESTS ON POLYMER MODIFIER
[Residue
(0-Z9 o 4zedeesti Date
ARMOR PRODUCTS, INC
(760) 746-5540
RE: Flex Seal Product Certification
Batch #: Weight Ticket Date:
TESTS ON FLEX SEAL EM1TISION
Viscosity, 77 F., Brookfield #6 Spindle at 10 rpm (cps)
Residue %
Granular Rubber Content, lbsigal. k 0.5 lbs.
Sieve Test % :5 2.0%
Charge -Particle Anionic
Weight per Gallon
Percent SBR Polymer (by solids) ~t 1.2%
TESTS ON POLYMER MODIFLER
[Residue 60%
Authonzed Representative Date
+88715580 TESTING ENGINEERS SD 668 P01/3SEP10 '81,1120
, S
7895 Convoy CL, Suite 18. San Diego CA 92111
Phone 858-715-5800 800487-0355 Fax 858-715-5810
. I.- fK7 ~~.O 'A
City of Carlsbad
To: From Carlos Acorn
Attn: John Date: 9110101
Phone; 760-602-2762 Pages: 3 (uie1usouui$
Fax: 760-602-8562 ProJ.ct 2001-1490 City of Carlsbad-
Rubbwlzed Emulsion SIurr4
CC; RW. Copy of laboratory test results
D Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Pleas. Recycle
Remarks:
John:
See the attached laboratory test results you requested.
Our records show that these results have been submitted previously. Please call me
If you have any questions.
Thank you,
Ceifos Acero
858-715-5800 Ext. 11
TESTING ENGINEERS - SAN DIEGO, INC.
RUBBERIZED EMULSION AGGREGATE SLURRY, GREENBOOK SECTION 600.3
TESD 2001-1490
CITY OF CARLSBAD Print Date: 08113101
Report No. 2946
Rummerlzed Polymer Modified Emulsion, Greenback Section 6003.2.4
I Soecifications
Date - - 1_07111101 07112101 Fu7,1.ioi 07113101 1 07113101 t 0711410ijUlITIF
L.ab# -- 1_1643 t642 1 1646 1688 1689 1687 J 1666
#20 2% max J_0.20% 0.20% 0.20% 0.30% I 0.20% 0.10% 1 0.10%
Lab Description
1643 Batch#1115, 5200 CPS, 8.5 61ga1
1642 Batch #1118. 5000 CPS. 8.5 Ib1gaI
1646 Batch #1120.5100 CPS. 8.5Ib1ga
1668 Batch #1123,5000 CPS. 8.5 Ib1gaJ
1689 Watch#1127, 5100 CPS, 8.5 Ib1gaI
1687 Batch #1129, 5500 CPS, 8.5 IbIga1
1886 Batch #1134. 5000 CPS, 8.5 1
Anaranate f1rad2finn trnknnk Santfinn 201.81
07112101 07112101
Lab - 1641 1647
Type 1 2 1 2 1 2 1 2 1 2 1. 2 1 2
#4 100% 90%-100% 1000/0 100%
#8 90%-100% 65%-90% 84% 85%
#16 65%-90% 45%-70% 58% 60% -
#30 40%-600A 306Ao-50% 390A 40%
050 25%42% 1 15%-36% 26% 27%
#100 15%.30% 10%..24% 18% 19%
#200 10%.20% 1 5%-15% 12.7% 13.9%
Underlined numbers indicate out-of-specs
"I
TESTING ENGINEERS - SAN DIEGO, INC.
RUBBERIZED EMULSION AGGREGATE SLURRY, GREENBOOK SEC
T
I
O
N
6
0
0
.
3
1ESD 2001-1490
CITY OF CARLSBAD Prtht Date: 06113101
Report No. 3014
Rummerized Polymer Modified Emulsion, Graeabook SectIon 900-3.2.4
Soecificalloris
Date - - 1 07116101 07118101 07119101
Lab# -- 1 1682 j 1683 1 1700 ) 1701 1 1711 J 1712
+#20 2% max 1 0.00% .0.00% 1 0.10% I 0.10% 1 0.10% j 0.10%
Lab# Description
1682 Batch #1135, 5200 CPS, 8.5 Ib1gaI
1683 Batch 01136. 5100 CPS, 8.5 0lgal
1700 JBatch #1143, 5000 CPS. 8.5 I41gal
1701 [Batch #1145, 5200 CPS. 8.5IgaI
1711 [Batch #1154, 5000 CPS, 8.5 IbIgal
1712 #1149, 5000 CPS, 8.5 lblgal patch
Anarpoate Grail tnn G,ppnhtx,k Seflon 203Z2
Date — 07116101 07118101 07120101 07123101
- 1684 1685 1698 1699 1709 1710 1749 1750
Type 1 2 1 2 1 2 1 2 1 2 1 2 1 2
#4 100% 90%-1000A 100% 100% 100% 100% 100% 100%. 100% 100%
#8 90%-100% 650"0% 92% 84% 1 94% 63% (88% 1 83% 95% 63%
#16 65%-90% 45%-70% 70% 57% 85% 550A §..' 55% 72% 56%
#30 40%.60% 30%-50% 47% 38% 40% 37% 44% 1 36% 480/6 37%
#50 25%-42% 18%-36% 31% 25% 26% 24% 30% 24% 32% 24%
#100 15%-30% 10%-24% 22% 17% 18% 17% 20% 16% 22% 17%
#200 10%-20% 5%-15% 15.8% 12.3% 12.9% 12.2% 14.8% 12.0% 15.8% 12.2%
Underlined numbers indicate out-of-specs
,
77%1
RevLany C , RCE
r
7895 Convoy Ct, Suite IN. San Diego CA 92111
Phone 858-715-5800 800487-0355 Fux85R-7l-5810
+8587155800 TESTING ENGINEERS SD 452 P01/04 OCT 31 '01 14:41
To: City of Carlsbad From: Melissa Barron
Aftii: John CC:
Phone' 760-602-2762 Pages: 4
Fax: 760-602-8562 We: 10/31/01
Re: Lab Results Project No.: 201-1490
Il Urgent 0 For Your Use 0 As Requested 0 Please ReplY 0 OrIginal to Follow
Attached are the lab results for all 'of the invoices as requested. If you need any further
assistance, do not hesitate to call and I will be more than happy to help. Thanks again for
your help.
Sincerely,
Lfl
Melissa Barron
Accounting Administrator
TESTING ENGINEERS - SAN DIEGO, INC.
RUBBERIZED EMULSION AGGREGATE SLURRY, GREENBOOK SECTION 600-3 TESO 2001-1490
CITY OF CARLSBAD
Print Date: 10131101
Rmcrizcd Polymer Modified Emulsion, Greenbook Section 6003.2.4
Specifications I
[Date - - 7/2101 I - 713101 1 716101 1 719101 1 7/10101
Lab # -- 1495 1 1496 1527 1533 1 1620 1 1629 1633
#20 2% max 1 0.11% 1 0.10% 1 0.11% 0.18% 1 0.07% I 0.08% 0.05%
Lab Description
1495 Batch 1088, 5000 cps. 8.5 lb/gal
1496 Batch 1086. 6000 cps, 8.5 lb/gal
1527 Description unknown
1533 Batch 1100, 5000 c, 8.5 lb/gal
1620 JIBatch 1104, 5500 cps, 8.5 lb/gal
1629 JBatch 1107 5000 cps, 8.5 IbIgal
1633 113atch 1111, 5300 cps, 8.5 lb/gal
Aggregate Gradation, Greenbook Section 203-5.3
Date - 7/2101 7/3/01 715101 7/9/01 7110/01 7/11/01
Lab# - 1495 - 1496 1497 1498 1531 1532 1818 1619 1627 1628 1634 1635 Type 1 2 1 2 1 2 1 2 1 T 2 1 2
#4 100% 90%-100% 100% 100% 100% 100% 100%. 100% - 100% 100% 00/0 100% 100% 100%
#8 900/6-100% 65%-90% 91% 84% 85% 94% 92% 83% 94% 84% 93% 84% 93% 85%
#16 . 65%7E0% 45%-70% 65% 58% 72% 699A 56% 69% 56% 70% 590/0 70% 58%
#30 40%-60% 30%-50% 42% 38% 41% 50% 46% 38% 47% 40% 47% 39% #50 25%-42% 18%-36% 28% 25% 28% 35% 30% 28% 32% 25% 32% 27% 31% 26%
#100 15%-30% 10%-24% 20% 18% 19% ______ 21% 18% 22% 18% -
37%.48%
22% 19% 21% 18%
10%-20% 5%-15% 14.5% 13.4% 13.8% 17.1% 14.8% 13.2% 15.5% - 132% - 15.9% 14.0% 15.5% 13.5%
Underlined numbers indicate out-of-specs
Reviewed by: Larry Clark, RCE
F
TESTING ENGINEERS - SAN DIEGO, INC.
RUBBERIZED EMULSION AGGREGATE SLURRY, GREENBOOK SECTION 6003 TESD 2001-1490 CITY OF CARLSBAD
Print Date: 10I31101 Report No. 3014
Rerized Polymer Modtfed Emulsion, Greenback Section 600-3.2.4
Specifications
LDate - - 7116101 7/18101 7119101 Lob # -- 1682 1683 1700 I 1701 1711 1 1712 I4 #20 1 2% max 1 0.00% 0.00% 0.10% r 0.10% 010% I 0.10%
Lab # Description
1682 Batch #1135. 5200 CPS, 8.5 IbIgal
1683 Batch #1136, 5100 CPS, 8.5 Iblgat
1700 Batch #1143, 5000 CPS, 8.5 blgal
1701 Batch #1145. 5200 CPS. 8.5 lb/gal
1711 Batch #1154. 5000 CPS. 8.5 lb/gal
1712 113atch #1149, 5000 CPS. 8.5 lb/gal
Auoreaate Gradation. Greenback Section 2034.3
Date - - - 7117101 7118101 7120101 7123101 Lob - 1684 1685 1698 1699 1709 1710 1749 1750 Type 1 2 1 2 1 2 1 2 1 2 1 2 1 _2 #4 100% 900/0-100% 100% 100% 100% 100% 100% 100% 100% 100' #8 90%-100% 650/6-90% 92% 8410A 94% 83% 68% 83% 950/a 83' #16 65%-90% 45%-70% 70% 57% 65% 55% 64% 55% 72% 58° #30 40%-60% 30%-50% 47% 38% 40% 37% 44% 38% 48% 370 #50 25%-42% 18%-36% 31% 25% 26% 24% 30% 24% 32% 24% #100 15%-30% 10%-24% 22% 17% 18% 17% 20% 16% 22% 17% #200 10%-20% 5%-15% 15.8% 12.3% 12.9% 12.2% 14.8% 12.0% 15.8% 12.20A
Underlined numbers indicate out-of-specs
Reviewed by Larry Clark, RCE
TESTING ENGINEERS - SAN DIEGO, INC.
RUBBERIZED EMULSION AGGREGATE SLURRY, GREENBOOK SECTION 600-3 TESU 2001-1490 CITY OF CARLSBAD
Print Date. 10131/01 Report No 2946
Ruinmenzed Polymer Modified Emulsion, G7eenbo0k Section 600-3.2A
I Specifications Dat
___
e
- F 7111101 7112101 I 7112101 1 7/13/01 7/13101 7/14101 1 7/15101 1-ab# ] -- [ 1643 1842 1646 1688 1 1689 1687 1686 +#20 2% max 0.20% 0.20%J 0.20% 10.30% 1_0-20% 1 0.10% 1 0.10%
Lab# Description
1643 Batch #1115, 5200 CPS. 8.5 lb/gal
1642 Batch #1118, 5000 CPS. 8.5 lb/gal
1646 Batch #1120, 5100 CPS, 8.5 lb/gal
1688 Batch #1123.5000 CPS. 8.5 Pc/gal
1689 jBatch #1127, 5100 CPS, 8.5 lb/gal
1687 18atch #1129. 5500 CPS, 8.5 lb/gal
1686 jBatch #1134, 5000 CPS. 8.5 lb/gal
Agqreqate Gradaon, Greenback Section 203-6.3
Date - 7112101 7/12/01
Lab
-_______ 1641 1647
rype 1 2 1 2 1 2 1 2 1 2 1 2 1 2 #4 100% 90%-100% 100% 100%
#8 90%-100% 65%-90% 64% 85%
#16 65%-90% 45%-70% 58% 60%
#30 40%-60% 30%-50% 39% 40%
#50 25%-42% 1 18%-36% 26%
______ 27%
#100 15%-30% 10%-24% 18% 19%
#200 10%-20% 1 50/6-15% 127% 13.9%
Underlined numbers indicate cut-*"pecs
Reviewed by: Larry Clark, RCE
Testing Engineers - San Diego, Inc. Established 1946
CITY OF CL5D
Mr. David Dates
City of Carlsbad TESD Job No. 2001-1490
5950 El Camino Real
Carlsbad, CA 92009
Job Name: CITY OF CARLSBAD RUBERIZED SLURRY SEAL
Address: Cannon Road & Faraday
Carlsbad, California
The following pages present TESD's field inspection reports for the above referenced
project for work performed through 07/23/01.
These reports cover the locations of work inspected in accordance with generally
accepted standards and do not constitute engineering opinions or project control. It is the
responsibility of the contractor to schedule retests or reinspections of any areas that do
not meet project specifications. TESD neither controls nor supervises the work at the site.
We are not responsible for errors and omissions of the contractor, nor for the contractor's
failure to keep the work on schedule or carry it out in accordance with the project plans,
specifications and all applicable codes.
We 'appreciate the opportunity to provide services on this project. Should you have any
questions regarding the accompanying information, please contact our office at (858)
715-5800.
Respectfully submitted,
Testing Engineers - San Diego, Inc.
qreoryJ. SAthr
Gregory J. Smith
Vice President of Inspection
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858) 715-5800 Fax [858] 715-5810
ESb Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 1 -.a .' Date:
"El Field Report 0 Notice to Comply
Job Name: CiTy OE 6MURAb frJAE/zE1) Job No. 2O)—
Address: 1!f b1 tTh 7VC I CA19LSP,Al\,
General/Subcontractor:
Soil Concrete Prestress Concrete Masonry Type of Service Performed. Structural Steel Fireproofing Waterprçofing Roofing
Engineering Observation ....ç Other e
Inspection Check List: Soils Report Plans Specs. RFI Codes
Permit #: Plan File #:
Material Description: 0
Sample Type: 0 Tests Performed (see attached)
.r pj . S p -t S
ocLP1L.S 1//CLvi/v id- 'vt' ,it i- SbJL
Lt -r .. 7i9e 4L 1 pr --o mr
i'-1- YAc 1.Vl.frE . ; 794 ) r• p
~ te7Lg p
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
_ #1
Start Stop Reg. Hrs. OT Hrs
I
Note: All inspections are based on 4
Inspector's Signature
Approval Signature/Name/Company
(Verification of on-site Hours ONLY)
any inspection extending past 12:00 p.m. ,)wi be billed an 8 hour minimum. 772,-V -C
Cert. No.
Form# 003-A
Testing Engineers - San Diego, Inc.
Mr. David Dates
City of Carlsbad
5950 El Camino Real
Carlsbad, CA 92009
LI
AUG - 12001
CIT
July 30, 2001 LE12thWi
OF CARLSWD
TESD Job No. 2001-1490
Job Name: CITY OF CARLSBAD RUBERIZED SLURRY SEAL
Address: Cannon Road & Faraday
Carlsbad, California
The following pages present TESD's field compaction, inspection, and/or laboratory test
reports for the above referenced project for work performed through 7/9/01.
These reports cover the locations of work inspected and tests performed in accordance
with generally accepted standards and do not constitute engineering opinions or project
control. It is the responsibility of the contractor to schedule retests or reinspections of
any areas that do not meet project specifications. TESD neither controls nor supervises
the work at the site. We are not responsible for errors and omissions of the contractor, nor
for the contractor's failure to keep the work on schedule or carry it out in accordance with
the project plans, specifications and all applicable codes.
We appreciate the opportunity to provide ser'(iices on this project. Should you have any
questions regarding the accompanying information, please contact our office at (858)
715-5800.
Respectfully submitted,
Testing Engineers - San Diego, Inc.
Larry Clark'iw
Larry Clark
Vice President of Engineering
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810
/
TESTING ENGINEERS - SAN DIEGO, INC.
RUBBERIZED EMULSION AGGREGATE SLURRY, GREENBOOK SECTION 600-3 TESO 2001-1400
CITY OF CARLSBAD
Print Data: 07/20/01
Rummerized Polymer Modified Emulsion, Grconbook Section 600.324
Specifications
Date 1 7/2/2001 1 - 7/3/2001 7/6/2001 7/9/2001 7/10/2001
Lab# -- 1495 1 1496 1 1527 1 1533 1 1620 1 1629 1 1633
+#20 2% max 1 0.11% 1 0.10% 1 0.11% 1 0.18% 1 0.07% 1 0.08% 1 0.05%
Lab # Description
1495 Batch 1088, 5000 cps, 8.5 lb/gal
1496 Batch 1086, 6000 cps, 8.5 lb/gal
1527 Description unknown
1533 Batch 1100, 5000 cps, 8.5 lb/gal
1620 1 Batch 1104, 5500 cps, 8.5 lb/gal
1629 Batch 1107, 5000 cps, 8.5 lb/gal
1633 Batch 1111, 5300 cps, 8.5 lb/gal
Aggregate Gradation, Greenbook Section 203-5.3
Date - - 7/2/2001 7/3/2001 7/5/2001 7/9/2001 7/9/2001 7/9/2001
Lab# - 1495 1496 1497 1498 1531 1532 1618 1619 1627 1 1628 1634 1635
Type 1 2 1 2 1 2 1 2 1 2 1 2 1 2
#4 100% 90%-100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100° 100%
#8 90%-100% 65%-90% 91% 84% 85% 94% 92% 83% 94° 84° 93% 84% 930 85%
#16 65%-90% 45%-70% 65% 58% 6196 Z% 69% 56% 69% 56° 70% 59% 700 58%
#30 40%-60% 300/6-50% 42% 38% 41% 50% 1 46% 38% 47° 37% 48% 40% 47% 39%
#50 25%-42% 18%-36% 28% 25% 28% 35% 30% 26% 32° 25% 32% 27% 31% 26%
#100 15%-30% 10%-24% 20% 18% 19% 24% 21% 18% 22° 18° 22% 19% 21% 18%
#200 10%-20% 5%-15% 14.5% 13.4% 13.8% 17.1% 14.8% 13.2% 15.5% 13.2% 15.9% 14.0% 15.5% 13.5%
Underlined numbers indicate out-of-specs
j~~ Re 7~ied y: Larry Clark, RCE
Testing Engineers -San Diego, Inc.
AUG - 9 200
1946
Mr. David Dates July 28, 2001
City of Carlsbad TESD Job No. 2001-1490
2075 Las Palmas Drive
Carlsbad, CA 92009
Job Name: CITY OF CARLSBAD RUBERIZED SLURRY SEAL
Address: Cannon Road & Faraday
Carlsbad, California
The following pages present TESD's field compaction, inspection, and/or laboratory test
reports for the above referenced project for work performed through 7/20/01.
These reports cover the locations of work inspected and tests performed in accordance
with generally accepted standards and do not constitute engineering opinions or project
control. It is the responsibility of the contractor to schedule retests or reinspections of
any areas that do not meet project specifications. TESD neither controls nor supervises
the work at the site. We are not responsible for errors and omissions of the contractor, nor
for the contractor's failure to keep the work on schedule or carry it out in accordance with
the project plans, specifications and all applicable codes.
We appreciate the opportunity to provide services on this project. Should you have any
questions regarding the accompanying information, please contact our office at (858)
715-5800.
Respectfully submitted,
Testing Engineers - San Diego, Inc.
Larry Clark
Vice President of Engineering
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct, Suite 18 Tel. (858) 715-5800 Page 1 of
10
.
San Diego, CA 92111 Fax. (858) 715-5810 Date:_______________
Field Report 0 Notice to Comply
Job Name:ety'F sJil
Address: Z R'cai'-'
R/ZI2Fis Sijz1VS&4 Job No. -
d?V(j/() A//o S'&t) c4.
General/Subcontractor:
Type of Service Performed: -
-
Inspection Check List
Permit #:
Material Description: .
Soil Concrete Prestress Concrete Masonry
Structural Steel - Fireproofing Waterproofing Roofing
Engineering Observation ...k... Other A666 1r.c/ oi
Soils Report Plans Specs. RFI - Codes
Plan File #:
Sample Type: . 0 Tests Performed (see attached)
4's 4
OiV - S S f'ë- 2e_,f7-Z S-P?- S 1 L
TbJ1 pI LiS -Z1i CA cis, ,VS tC/f / Z iv C ô t ,
F a f O lt r i 7-19 21
.
W '7-tg
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Stall Stop Reg. Hrs. OT Hrs.
2 t I5'
$$1t
Note: All All inspections are based on 4
Inspector's Signature/Nar
Approval Signature/Name/Company
(Verification of on-site Hours ONLY)
ni a. Ina y inspection extending past 12:00 p.m. (noon) will be billed an 8 hour 2-o
Form# 003-A
U
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 Date: (
Field Report 0 Notice to Comply
Job Name: Cf i&p ie;4L-.. Job No. ZVO I -
Address: 5L ffr,crZr cf Z,vc4o eAfttQ,16 I
General/Subcontractor.
Soil Concrete Prestress Concrete Masonry
Type of Service Pertorrned: Structural Steel Fireproofing Waterproof inc Roofing
Engineering Observation ...... Other fl3 e/ 0 1 L_.
Inspection Check List: Soils Report Plans Specs. ....._ RFI Codes
Permit#: Plan File#:
Material Description:
Sample Type: 0 Tests Performed (see attached)
- ,r2 z? vtST / 5,4 fl4p( 7 3
cfl,'ç -e'1t ?A'-& / I 2. T cocrb 2 3tS
0 /.. •i1- 7i) /
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is'
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Start
I
Stop
I
Reg. Hrs. I
I I OT Hrs.
I I I
Note: All inspections are based on 4 and
Inspector's Signature/Nar
Approval Signature/Name/Company
(Verification of on-site Hours ONLY)
In a n, a Inspection extending past 12:00 p.m. (noon) will be billed an 8 hour minimum.
r'Q
Form# 003-A
I
Testing Engineers - San Diego, Inc.
Established 1948
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
10
San Diego, CA 92111 Fax. (858) 715-5810 0! Date:
Field Report 0 Notice to Comply
JobName:&O/At2LS4.A DzJi L/2.P/ Job No. 20fl1 L/ qQ
Address: 04/V1ll"Ol' I f14 i
General/Subcontractor:
. Soil - Concrete - Prestress Concrete Masonry
Type of Service Performed: Structural Steel Fireproofing Waterproofing Roofing
Engineering Observation Other -A -174 S4T' •_.
Inspection Check List: Soils Report Plans - Specs. - RFI - Codes
Permit #: Plan File#:
Material Description:
Sample Type: 0 Tests Performed (see attached)
A E C 6_616fV7/ / V T F 7J77/&6 4RS
A 01 ,1 -5/7E ts 72vcy,*/,lA
4 bZE64 rE s7cX2-7/ZtS t-/VC-4 -gjj,,
c ex, rfL Y tpt -S. or ô A1 f-
-7 — / 't' tn
O/L. S ijt2t5i r-E) 7-/4'A0 kfl- i2/ 7-11tAyS
A6,2CA12
CERTIFICATION OF COMPUANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Start Stop Reg. Hrs. OT Hrs.
3 '3
,.
3415 0,?,
Note: All inspections are based oZ4ur 1fmums. Ina !~nnytio inspection extending past 12:00 p.m. (noon) will be illed an 8 hour minimum.
Inspector's -e?o
0• 'f
Approval Signature/Name/Company
(Verification of on-site Hours ONLY) Form# 003-A
Testing Engineers - San Diego, Inc. .
Established 1948
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 7-13-01 Date:
Field Report 0 Notice to Comply
Job Name: el C,oQL'bin (.uEaai zO .3Lupi1y 5ALJoL, No. E 1tMO
Address: L Fk 1-7 / ftM" c.140 eJAJC!/3, CAttL1341)) c4.
General/Subcontractor:
Service 0 Soil Concrete Prestress Concrete Masonry ype o rei ,ormeu. Structural Steel Fireproofing Waterproofing Roofing
Engineering Observation ç..... Other ,(AdpK ?L..
Inspection Check List: Soils Report Plans Specs. RFI Codes
Permit #: Plan File#:
Material Description:
Sample Type: 0 Tests Performed (see attached)
A S # Repit s -A ri ui ,c fS7.W tA4IA/LftIt S (yfJ) —I
4 I?it/Pb 67~ 4 P°?Y 7S 7: nipi .b
7oe.2.. ZL C (-ttq3). ,4/?b urt2Crc -
f . pit. Rrci /120 ,rA jlril -,i(,rj
1A1iO
ZA Vi b f e/77 of eA,Q-LS ASAA) M.' pIxroR
jzr4z,, - c' ii-'iL AXE 1e4eX1141W0r 77'Jg (i)
'EAz -
5Y a 'ZT .ø t d'
-
-r/, // •S it /
-if 7k2!zkeo idi/XMS €- /-
&,, 2j/
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Start Stop Reg. Hrs. OT Hrs.
VZi 00 12 I
Note: All Inspections are based on 4 and 8 hour minimums. In
Inspector's
iy inspection will be billed an 8 hour minimum.
..jL 2 a
Cert. No. -
Approval Signature/Name/Company
(Verification of on-site Hours ONLY) Form# 003-A
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 Date: 1/1-.9I
Field Report 0 Notice to Comply
Job Name: C17t'0tc QW.5&A1 3Lt/2y SEAL Job No. ZOo7-'
Address: ,L 'Fit W ('A4(,S &
f9g 0
General/Subcontractor:
T f Soil Concrete Prestress Concrete Type o Service Performed. Structural Steel .........._ Fireproofing Water roofing
Engineering Observation IIIOther
Inspection Check List: Soils Report Plans Specs. RFI
Permit #: Plan File#:
Material Description:
Masonry
Roofing
.0-1L_
Codes
Sample Type: 0 Tests Performed (see attached)
AS PtSW1Ar'Ir( oc rs~-r/i' ,&vj,jjrs (i:ir~j\.
D' 4' -ir iz- X SILb
$ CI<p/( 3e-jtS -'1A/é i'frPr 'Abd (i~ 01VL./
ajv} óC_41-61,/ OIL.. 3Z4i P7 r,5. 2 3t-p.
,* veJ , . vU &1 •y 1 I2-0 1 ,6Nt o -HA e. 9. 4oiç
317- s
1tP SV. iLi , C M'o1?Jit.. p'cS)t
374 1W%i7 11eJ z..-i O' L'L.TS iff 7 (iV 1" mVt CL)
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
-
Start Stop Reg. Hrs. OT Hrs.
j'.' O O 2.
Note: All inspections are based on 4 and 8 r inimu . In ad , inspection extending past 12:00 p.m. (noon) will be an 8 hour ml mum.
Inspector's Signature/Nam .
.
t
Approval Signature/Name/Company
(Verification of on-site Hours ONLY) Form# 003-A
Job Name: OñY'f 4E66ó
Address: t,vG7tt/
b 2v9FZtX S&1Et/ $A L Job No. ZOO !_/ 4q
F4124r Al1! , CfiitLS (A) ,
General/Subcontractor:
Type of Service Performed.
Inspection Check List:
Permit #:
Material Description:
Soil Concrete Prestress Concrete Masonry
Structural Steel Fireproofing .........._... Waterproofing Roofing
EngineeringObservation ..X... Other _______________
Soils Report Plans Specs. RFI Codes
Plan File#:
Sample Type: . 0 Tests Performed (see attached)
As 4 feppIv-rAi-)vcOc -i -si-s"i' t,iPS Cvrs )
J 2JItL, b -v 5
ACA71W 1),,r 1 ç' Z, 1Arf
bLC,-CF1e G2j _TA &4-tpW5 ME ôlt . on. -'.as A Th
Pax— j 1- 10-01
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Start Stop ,Reg. Hrs. OT Hrs.
I -
Note: All inspections are based on 4 itio ny inspection extending past 12:00 p.m. (noon) will be billed an 8 hour minimum.
Inspector's Signati Cert: No.
Approval Signature/Name/Company
(Verification of on-site Hours ONLY)
Form# 003-A
Testing Engineers - San Diego,.Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 . —z.. 1 1— it I
- Date:
1!I Field Report 0 Notice to Comply
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 Date: 7. 10 ci (
Field Report 0 Notice to Comply
Job Name:_?' &i215A t-(zCb Job No. 2004' P'/()
Address: C4i'YN04(
General/Subcontractor:
Soil Concrete Prestress Concrete Masonry
Type of Service Performed: Structural Steel Fireproofing Waterproofing Roofing
Engineering Observation Ive OtherAfMA ELY f t
Inspection Check List: Soils Report Plans Specs. __. RFl Codes -
Permit #: Plan File #:
Material Description:
Sample Type: . . 0 Tests Performed (see attached)
A RCPjtPrSCjj6r4 177 V C OJE rC31_1VV& EA a INI CcS (rw.
Ahwe /it( S pR /5ST .Z S,6iii°LD VcPiLLS
Siz-S Jf%Tc•LuvJb tyP - I 2 WD coL-tC (z
eiL.. )L S2UZP/ £4j,€. 151 1 70/
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in FStartI
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. Fo! any non-conforming items the contractor shall schedule TESD for .,/c2Q
reinspection or retesting. 1
Stop I Reg. Hrs I OT Hrs.
b
Note: All inspections are based o~44h o m urns. In .v4sPection extending past 12:00 p.m. (noon) will be billed
Inector's ignriae 4QeINA1Z. A4Scertt.
anB hour minimum.
Approval signature/Name/Company
(Verification of on-site Hours ONLY)
Form# 003-A
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 Date: U
Field Report 0 Notice to Comply
Job Name:e/4" Lb SLY 4ePzy 3AL Job No. 5100/- )'-/40
Address: C4/V1/01V fib Alv> FA rZA v,,_-1J 'L' C,&J2L S &&1)J eA
Genera VSubcontractor:
Soil Concrete Prestress Concrete Masonry Type of Service Performed. Structural Steel Fireproofing Waterproofing Roofing
Engineering Observation X . Other Aio Aft 7RTL
Inspection Check List: Soils Report __.. Plans Specs. ..__RFI Codes
Permit#: Plan File#:
Material Description:
Sample Type: 0 Tests Performed (see attached)
AS A P P'rAvv of r?:sr/$'b EA ,Ntt-S
&'- 5 L PZ eOui~r Z ipi4rt SrbckP)U3 SOL
1'VCLu 11W14 / 2-, '-'D COt 1 C1Th () :.
O/L dL€) evrf/ of 3,4A NS/Ci— ,
'vc e >0" vty ay'
.j; SA iipZcS
/L .S4Irpzes .j,tjç .-L> 4 fez 2c 7 6—,/
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting. ,,
Start Stop Reg. Hrs. OT Hrs.
0J / '2 S L
I
Note: All inspections are based on n, any inspection extending past 12:00 p.m. (noon) will be billed an 8 hour minisum
.
ablIo __________________________________________________ Cert. No: - Inspector's Signature/Name
Approval Signature/Name/Company
(Verification of on-site Hours ONLY) Form# 003-A
Testing Engineers -San Diego, Inc.
Mr. David Dates
City of Carlsbad
2075 Las Palmas Drive
Carlsbad, CA 92009
Established 1946
July 20,001
TESD Job No. 200 1F49O
Job Name: CITY OF CARLSBAD SLURRY SEAL
Address: Cannon Road & Faraday
Carlsbad, California
The following pages present TESD's field compaction, inspection, and/or laborator
y
t
e
s
t
reports for the above referenced project for work performed through 7/2/01.
These reports cover the locations of work inspected and tests performed in accord
a
n
c
e
with generally accepted standards and do not constitute engineering opinions or
p
r
o
j
e
c
t
control. It is the responsibility of the contractor to schedule retests or reinsp
e
c
t
i
o
n
s
o
f
any areas that do not meet project specifications. TESD neither controls nor supe
r
v
i
s
e
s
the work at the site. We are not responsible for errors and omissions of the contrac
t
o
r
,
n
o
r
for the contractor's failure to keep the work on schedule or carry it out in accord
a
n
c
e
w
i
t
h
the project plans, specifications and all applicable codes.
We appreciate the opportunity to provide services on this project. Should you hav
e
a
n
y
questions regarding the accompanying information, please contact our office
a
t
(
8
5
8
)
715-5800.
Respectfully submitted,
Testing Engineers - San Diego, Inc.
Larry CUwk11wuw
Larry Clark
Vice President of Engineering
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA.
9
2
1
1
1
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8
5
8
]
7
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5
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(10 Testing Engineers - San Diego, Inc.
7895 Convoy Court, Suite 18
San Diego, California 92111
TO: C-rn a C4S L -L R'Z.
-flkRi
IFIELD REPORT
171 NOTICE TO COMPLY Page 1, of _1
Date Job Number
-7-001-1 490
Permit Number Plan File Number
Addss
Project:
A PP ii 6E T ztaw.J5 (7 1b),:r 4mucto
9b-3 —e.JE67 J%S %y tcAtezu-t,-o £,%tt
ftc9A!!jArm 7cJrr '- '-
C,,.Hflfl1
Testing Engineers - San Diego, Inc.
-- L- Established I
AUGI5200I
I
CITY OF CARLS
Mr. David Dates July 18, 2001
City of Carlsbad TESD Job No. 2001-1490
2075 Las Palmas Drive
Carlsbad, CA 92009
Job Name: CITY OF CARLSBAD RUBERIZED SLURRY SEAL
Address: Cannon Road & Faraday
Carlsbad, California
The following pages present TESD's field inspection reports for the above referenced
project for work performed through 07/05/01.
These reports cover the locations of work inspected in accordance with generally
accepted standards and do not constitute engineering opinions or project control. It is the
responsibility of the contractor to schedule retests or reinspections of any areas that do
not meet project specifications. TESD neither controls nor supervises the work at the site.
We are not responsible for errors and omissions of the contractor, nor for the contractor's
failure to keep the work on schedule or carry it out in accordance with the project plans,
specifications and all applicable codes.
We appreciate the opportunity to provide services on this project. Should you have any
questions regarding the accompanying information, please contact our office at (858)
715-5800.
Respectfully submitted,
Testing Engineers - San Diego, Inc.
qreoryJ. Smthiwtiv
Gregory J. Smith
Vice President of Inspection
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858) 715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 Date: 7_5O/
Field Report 0 Notice to Comply
Job Name: C/TV Of C40-I$,Z.4b ftiff2 /z1i' 5W1QIZL/ SAL- Job No. O/- /90
Address: AW,JON ,
General/Subcontractor:
. Soil Concrete Prestress Concrete Masonry
Type o Service Performed: Structural Steel Fireproofing Waterproofing Roofing
Engineenng Observation .....JL Other QJEG6fl Q
Inspection Check List: Soils Report Plans Specs. RFI Codes
Permit #: Plan File #:
Material Description:
Sample Type: 0 Tests Performed (see attached)
As A Pt5#' r4-rlv Of T?S _M14 u' 6 1AIMAS (res) xANo cis
oi"- 5) rC AS 9fL IZJ5- 1 S pL& StOCkP1L3 b/LS
s)GLU6IN47 17'/P- / / Z 1Isiv.c COiClCb / 6*"ptc c'-
OIL 6 /1f City iNcpcCr-1 of (o1S&Ai>) t-'s.AS A'o-r e'N
si r( o r 12D ki, c.-r
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Start Stop Reg. Hrs. OT Hrs.
2' 3' 3.v0 3
Note: All inspections are based on 4
Inspector's
Approval Signature/Name/Company
(Verification of on-site Hours ONLY)
inspection extending past 12:00 p.m. (noon) will be billed an 8 hour minimum.
- - 5 7 " 6 t-
Cart. No.
Form# 003-A
Testing Engineers - San Diego, Inc.
Established 1946
7895 Convoy Ct., Suite 18 Tel. (858).715-5800 Page 1 of
San Diego, CA 92111 Fax. (858) 715-5810 Date:______________
Er Field Report 0 Notice to Comply
Job Name: 01IT-I ce ('AL&hD
Address: *i
1i-1_ Job No. 2l- 114 gp
4iWJ-/ sA-c 4
General/Subcontractor:
Performed:.Soil
Type 0 Service
Inspection Check List:
Permit #:
Material Description:
Concrete Prestress Concrete Masonry
Structural Steel Fireproofing Waterproofing Roofing
Engineering Observation 171 Other ci
Soils Report Plans Specs. .RFI Codes
Plan File#:
Sample Type: 0 Tests Performed (see attached)
c, ii,i , i-c $ i wgtcS (Tsr ', I ctrn u'e-o
ôt—c-t A-c çQ ur.
TipL 1 ' 2.
&-- c (6pLS64D It P.c-rL &ii'rs ftco cJ—t r
- ipfZtu/ pLi
CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in
conformance with the approved plans and specifications and the workmanship provisions of
the applicable code. For any non-conforming items the contractor shall schedule TESD for
reinspection or retesting.
Start Stop Reg. Hrs. OT Hrs.
I
Note: All inspections are based on mums. I itio fly inspection extending past 12:00 .(noon) will be billed an 8 hour minimum.
irispector's Sigature/Náme -47t, Cart. Cert. No.
'
Approval Signature/Name/Company
(Verification of on-site Hours ONLY)
Form# 003A
C 6/04/00l. @B:20 909-4274Q79 AMERICAN ASPHALT PAGE 03
Mr-27-01 11:22A 11YORO—SCAP — CREDXT 19358& S3 li P02 mar C ( J I U ) I U U? ' r
REWARD MATERIAL SAFElY DATA SHEET
'°'" (CAUFORMA)
Mal name. R*DAL*T
or4j _ 1,nwy ( eiO4iedkmo Ftozon.1
Virivilinn? Pfl7rTtv Nor*
Hilh Picet; IITV?Ont (eye. skin respiratory poageL 11n sonstiWr) HrmtUl (oteJ. lcixc by 5kjn alasOrphen. Tclr C'nncerion). InflUlOflOn
(ity).
Re the mWo 114051101 a More thorough etiefljotton of Irie honi
01 MqUal
647
TWA
PlareQ,
_
erfts not rAcePj kMnhllled are l0DIT1ery of oon .douv,.
Vdws qrn nt a;atjtiet apeclflcctions.
ApVOCNMM rind oden Doh fwi aduir-m kCIId iltPw d0flIlt' (av{ No di erfj gaT.i .v as o'c
HoQ poli-P No data Solubcey in waist. SILibe % datA by volumw No
Wiper pa,s ir (mtr*IG of 2OC): NO daPO -
RH: 6.017 5
-. sEcnoN 4 FIE AND EXPLOSION HAZARD DATA -
Tla, Dcos '$ flesh -- nmabbKmlts Vta civokat
Speexoilke l ceféc$Sve uquipm wit set.conrrrr.iii Iftemna oppofalu wm lull laccpleae ofi( pI'g•- MMAOI1lT ofdexlkzIcn h os.eb%e ?aiicmoki. iopos. tofour c,n'u fr tuqs p0rs1duj azierit fan anti presanee of other c;cilitbuglaig metC?1015. Cenfomiloted OuttikiL ore=& aria eouioneni S? be proaoay deccntamwns?ecl beloto
SCTONS REACIIVITYDATA_
Huotacui deCOMPOMIlon odijvlj,. Ctibtiripredueb. Coibon dide. ria*ion monnstei. CofntiusdOn of the e rTpusWon we OVCWCJ toxic or lf(40rit V000?ll. k'Oz0Tduu j.i4y rcciian wø iloeeui
-
.enonuI This d iip?Iun fvrr5rffns M bcsrd a orIental 1e1ufr3 an rexpenene wish mn,-j
eliuri Itics te cmi its rats15 810 znlk (males) ofld 6) mglkq tersIf?6). This rno?8flOt Is dosstier s 'shqhti Po,ig" by ingabn In hfloris. inutulkiri ci, the rnouq. pno,yni afaflagi.is and sPoiiiuh vzi tWtU;.t fisll'wmj of thk mou':t The degree of irury WI OC1ia On MO 0riOig? CDsOthei4 ,uni the gut SyfnØloms 1otowiriqines$,eri of duot csws enIrqtç inv 'inckso nausea, variitfrg Ob.iornvQf p0in Ondsoveie kritotion uriho mouth trlrclat a?ia esaphogua. Ihese con be ioliOw.o iny kzdnOy tobjie and olno, ernalorgari Iflvalvamlsnl.
1-yc, con act. 1h ntO osi ma nan us lowing onsocr øn could oIorgoa (wee1) bfflnpo15r.l -'ifv15rL 000gt000l tnu.y wilt cicpond on $hg timownt of ma?0fl that eels !Mot* eye anti the d and lhorauajirie&i of 1ho SO aid Iro0momt. Syn'iptoms may include 001PL teom swellv'q.codness. arid blufted V.
Skin c0nt0c1 w ImiYi skin àe n1 wuay eint7to7woTerj doniaci can In itdn% liulOflnn flt1 I ufliaIQn(CelC C0n100 d0vm01tt15J. .
Skin c rppIyi: lht desmat I fri ,cibblts is 260 fl19/kg VflC1Gs) arid 315 i?I#Itg Cfemobs) This matasal 16 moderately tarse by aDrpburt Ih ut iiijwy will d01ai11'.J c,n tli* emeurit ebrirbed. Buedi u4m,'t on itmiged compouno, It has a lw 1i ri' gbluipflofl thtou Ifl!QCfl skin. Rdonged 05 repooiee con1at may result in skin damage. IPnu allowing mare at the atiemicat to be absorbed This could restit as evidenced by injury to fr.terry d urare pruiniv$y the keys. The no.otAeived.effect level (NC)Ftui dormal toi$y aviquat lecnneocji was ourc1 to be S mg/V1day in a 21-0av study in mis.
lnhkitrr,: The 4.hout 1nh1llon LC.q vei rob was 121 1;0MJ ('tidies) arid I3 m1M3 (fomoles), Ths subsfnae e i lth4rOtDlt roiac to inrerriaf QrgQri& it fl'l9l5 'hip degrao ef 44jiv wll 11i4tf*1Yt Clii the. CfTtXIFnC rnrwkRnhe2Mn atiti ducitki ol rtxciosile Diauoy is a wcte'solublu 5di1 wltich Ms no nmosucibja vwor pressum. met eface. tnerft Is no inhalation hai(j "am diqiot vOr it the conccnlrole Is stiia aria OkJw00 lo ,?and, ii con dry me PInly kntaling dust. .ympftxns of ir*icla14n ope55urernay fridudsq J'iOodochø i05e6i1e,4 sure th7#J0t ailti i:autjtiirig.
CChr offects. c OMIp$JIO. NO ethOs OCIV41110dc*al OTt Ocis ritive oeon 090ebtrd with CIØOlutos to tIE
FIrst did pfoceduras
IS Z iiIw tr #5 known oosgfa accUis sit IS SUWoCtct udldtisfy Marl the c urrwri&nded below I' I),hOr frer*nettt is requited. ccnrOCt Poison Center a csicsnn or irie neatest hospitai. vitorm triO person COn10C?6-CI 01 trio rpo and es'ent of espoeni, Uewnlc 11 IVvii.1iiris syrnp?u1n5 caiU IUilUw tre Odvttio ijiven J: W09i mol*,lul off at the sun isth plenty Of scicip aria wctet. If fearless occurs Of dlquoT contacts a fiAlln, cit or area of lt-o5i(Tn. Qat mcdicø e1Is111141n Wculi (()nmi7*iqturj l01h wig and deeonfansinate foo5wSt betoce reuse Irrirrechcrreiv J.sI'i won pl&rflvat water for a? Mast 16 minutes It redness, ItarilnO Or buuirig insatio'l cla%ielops, nuv.i syia ezaeatJarsc ticIs4r1 tV oyolrfetlol 0UIC*'1
06/04/2081 08:20 09-427-8279 AMERICAN ASPHALT
Mav-27-01 1123A HYDRO—SCAPE - CREDIT 1B5S940429 nor es u& iu; '
PAGE 04
P03
frçetirvi. Qvp I or 2gin-mm r,t w1U fr, .:iiiIi OPV3 7.I twisinm fn ft*coI personnel, CNe'er give 0PiIfO by mourn to On uncorott
(6VM,0 v.C?.m 10 fiesh 01? If not brOathJng 7A,C øitifiiI resPinlrViOrk. W01eI0bI, n uth.t,qritjlti. Cont mRdhI jmistlrlrjw,. (II 4OOMSTMr)(327-8b33) tn cg,tntn rrec*oi and taogy srt0,f0n. ¶obe eff&1iv. Ireotmont foquor CIS0(*Q ii iut Oei'. ILPJLII mykdw. It 1rnIbt ivirrmls or binding oJugt wt the jii wtfh susperwora at ac m~ cnorcoO' on tienFariife clay. anin. 01' CC2U1tiltIt5 t: $r1h0n00 elir"irtqfkiri, end removut 0tCU0P from blood y otorcoot hnmc,petlu!iorl or cer'ttrujotin divsIs.
SECTION 7 SPILL OR LEAK PROCEDURSS
vs ro be tatren ii 0010 'iiotonol 4 re$eCfl0d or spILed Mrztor sure of personnel Wwfved In the will deenuD 1010w ljI0d iAilusbkil hygino 000tiC0t. A w can o hencjliri iourinetv. (110 C0001JQrO i.eriPilot?irt aria woor an c*-suppiled I'e.watnrfr? prnntFnhnlettb, VLm uflob3e piotee?W., cloThing eno eye pmr;hon tO WWWO sidn end We contact. Use the felIoWin po000ur*4 1. On Itut 0,tw rn0,mll to artIer alrecm. sewers 01 enher wnMrwayL
2 $prcav 0 s4itable 0o.ofoon?. such cis clay on Ine lofli and shovel into an open 0,urn. 3. GenerougV cover the contommOtod aeon wIth oornmcn Isousenctd detergent (e.g.. TIOC registered hcxjerncck 01 ProCtor l( cinibIe CnmrwIny) 11-010 C1.1tiff hrnh nob vnaff oritount's of water WWk the do?ercenr iW.n ih rrnanlng sipiled ericierg3i forming a Iturry. Multi the slurry into cracia and orevics and bltow to sianid lot 2-$ rtsriutel. Be curelut to aorrIotey 0vOk start bl4tye rotit0e1. 00 nt spbftr i't onoseit cx bytide;s.
4, .rJl1loc? ntrebenfs on lhti skjry liquid and ihuvel mixture We The Coon gum.
b. WowtuJ 43 ond 1611 rteeestIy.
6 ftse with a small amount 0, wCTCr end tae C4blu1bOl It 0 C-01160 11h* wOsh tOlu?ian.ShOvful into the open drum 7 $ect ium arid ttute uf eoiearnroted mnotadot no iondiIperrffled tat h0rd0t wvzte. &amg i.xll. lh1i1ld ,e indkd accoiIngto 0 PU r,k'tt,. Ofllezwfse. In cose of emergency cot.. d0y0rNOV. 00A2A4CH5i.I1RCC Disposot momnM inij,'i0duct is totc by int'ictarlon and skin oorarton ano Must Ziet'tandloo with c0ut100. It'ls matoriufistoxir. to ftti cod wda?e. Do not t:oralcimlnçM woterways by Cteann'tg Of eutPrflOh 01 by dtsposot rit wastes. ljnt,eotad &Liwnt JWtiltj not be d.ergeo where it Will drain Into kitieg slyeoros. or pond' twrfecl prcidiarf is OC'tt CI hwardeass UlUStO %D'Ider OCRA. JM CM ?ö I. Disposal showd be in Ortknco w.fh taco' _stoic or nrØio',tt sgcsIa?ion.
CU'%luini3 cticiusr.ji. Emp:y oor%it.Jiriptf 1pji dj? fiJyç 01itwvti till 1%tldxd puItLuuflont. DO not 0tSUtC. moire OV0IK2DIo Tutrfsh at reuse crlpty 000TOIMf escepr for sterega ardshpment of ori9frUS predlrol. Remove dl aroduct :esue from COflh(fW1 c'Tfltt puncture or other-Wu oesemoy amply cantoire? bltrwe
IL V" or QOJO ACC TtVfczrdiuuut 0.5 mg/Ma (Or blOt Oust C,TàOJ mq/M for asp' to lror'ion Und the Q11A PEt of 0.5 W/M0 MA. MVNTh'e ovcmire in acoo,d0r% t, QO.hpctice. mit innd rcv use ouldWra when engineering conlrctsa,u not reesry if use roix6tions are cftterertt (eçj, prodUCt tefoayytutafian or topackogk't). usc venMhot, aderaote be marftnjjthP tovels. &)t,atcry prOtecliorr No ipocta' I Irojg1'V profeCllcin s rrorrnoily requrnd. I tover, if the 0000trOtte Is sXU0Ci and nlkrwed t tnd. it cOn ciw to Q tiw tritalirig oust %ktKn 0 MA/M031 I riqveø Des1chdeJeWLrcor It thif e ri t oxjtilo 10 uy 'thu Of dulL Praloctive CoTh'.g, ShYt COntOCt sYtoiecl DIP prevented through the we or irrviemoLsSloves, fciOtwQO IongsIeeved CfOthlflil 0rt&Je.bIfrO0twd not. Dwncve ccntorriirrattrct ctoff*ig one wem before rowecring IP,losh seOedldv
Vfr orereefui 1y. tcj?tt0Cl wilti the :rinhsrcl%stouO be ovotdd through the use of Cflernic:(lt gigtji uftWrJ u kjc:errve¼i. Wecledin regald to epure potential.
_______- Q*tipr e'tociive ecdtrnont; Art udcsqrjoto a jpoy of cirson po?hLC wOtiti thould be available to diOw thorcu IKilteng of Stun COO 4fOs in citcrd of conroci I'h this cemoownck
ot* nrnr.csuthnr nrn!Ptn. ricimmft?iti f1favent skin and eye arit0cb. PNajd breoTFrWVvnpAr.:i vnorfweb t JIn rt't15rrn31 and cty1ge "o 09J5n clothing after each shift. A erIi5iftzed IndM0vo1 ithold not be osposed to the product whitt caused the sonetineton 00 Clot liOn: nr food, ?cod. or thIn the reocru of children. Cootcirners should be stored in o coot. drc woil.verttilolea OlGa Owev Irorn ftornrnablr, rn0?eriais aid sources of heat or tkimne 1II01C110 CuO counon TO provem dotitoge to or tedogo trace the canta.rer -
Cl-uClA and SARA Rogl.ennnnl (40 CFR 355.3/0. and 372) flItS product does not contidh any ewnitaxisfub$ct to the 1nxvthryj rjirCtnotitt 01 sscchon sl:).
(ther DntwvywwtJ Dogulolians; reii'onw hoDOsI?lOn M. MDNlNc. thfirnctuCt cant onriu chomical kraom' 1011w Stare of Ceitfevrua*o cau s:nnce:
The vu otcegelinru nmetn k given in goad fatth, but no wrwtaflev. I'frtsed Ol lCrlIIOd II nYIcIR
ZENECA ProfesionaI Products
1800 Concern Pike
wqmMIoru. OOjawOie 19$S7
Plrarte. (30!? 086r3000 Thnkal) (24-149ure) (800) W-8633 (Medical)
1800 424-9300 (C1RM?€C) A 1iinpsc unit of Zur.&.i vu fl;J'terl, .nti.i r...i I 'IC , i,.u1n1*50b At i.......
86/04/2001 88:20 909-427-8279 AMERICAN ASPHALT PAGE 05
May-27-01 11:23A MYORO—SCARE
-. CRD1T 16588940428 PO4
ACTIVATOR 90
MATERIAL SAFETY DATA SHEET
I. IDENTIFICATION OF PRODUCT
LOVELAND INDUSTRIES, INC.
P.O. -BOX 1289
GREELEY. COLORADO 80032
EMERGENCY PHONE NUMBERS 1400424-9300 CHEMThEC 14034564400
CALL CHEMTREC 24 HOURS A DAY @ 1800424-9300
TRADE NAME ACTIVATOR eQ
CHEMICAL NAME: Surfactant
CHEMICAL FAMILY: Mixture
II. HAZARDOUS COMPONENTS OF MIXTURES
COMPONENT CAS # TLV(UNrT8)
NOW
III. PHYSICAL DATA
BOILING POINT: Z,2lrF VAPOR 0ENS11R1) BULK DENSITY: 9.e5#I0aan % VOLATILE BY VOL.: is.o SPECIFIC GRAVITY:. 1,04 APPEARANCE: Amber UuId SOLUBLE 'IN WATER: Camplaie ODOR: patty VAPOR PRESSURE (mm OF Hg) @ 200 C
--
IV. FIRE & EXPLOSION HAZARD DATA
FLASH POINT (TEST METHOD): I :0-23o'F (TCC) FLAMMABLE UMITS (UEL AND LEL): NutAvelL EXTINGUISHING MEDIA- cca, Foam. SPECIAL FIRE FIGHTING PROCEDURES; Usafog nczztoe ifWatefuad. ua air aupplled b,a1hing makL UNUSUAL. FIRE AND EXPLOSION HAZARD: Keop corrabw 19hoy closed. taclate 1mm eddzee, hoot, qm fla,na. Closed conialne's may e,lodo It b amo heat
V. REACTIVITY DATA
STABILITY:
CONDITIONS TO AVOID: Hoat&CpenRame JNCOPATIBILIT'f (MATERIALS TO AVOID): Song cWtom. MMV øddizeri and bat" at th pevatums. HAZARDOUS DECOMPOSITION PRODUCTS: eadmn Mortoxide from bwnin HAZARDOUS POLYMCRIZA1ION. Wdl not oir
Pane 1 at 2
6-
06/04/2801 08:20 909-427--8279 AMERICAN ASPHALT PAGE 06
Ma-7-01 1123A HYDRO-SCAPE - CREDIT 18588940426 POS
- ACTIVATOR 90
VI. HEALTH HAZARD DATA
EFFECTS OF OVEREXPOSURE: May ceiwe nausea, odurninal dlawinTA vgnng Uianhiea mkm may seusv d1t dlaoomfii and coughIng. May ise alfr'u kitdfon, pa(iaiiae. reddenIng and w&Qng of tha conj&sncWa, p.4th poeaible thonlcal
EMERGENCY AND FIRST AID PROCEDURES:
EYES: Flush with water for IS m,nut then gel ffmim acancn.
SKIN: Remove confaminated dcthng. Wash wle seep and waw. Got rnedlod eleri V Irritation porsiate. INGESTION: Call a pan mmlaeely. DO NOT Induce vcmlbng.
INHALATION: pemma vtbrn fo ?rcoh air. Apply aftww maptrbon it nommary.
CARCINOGEN STATUS: Not Osted by NTP. IARC or ACGIH
Vii, SPILL OR LEAK PROCEDURES
STEPS 10 BE TAKEN IF MATERIAL IS RELEASED OR SPILLED: IlsAtate from exidbram. heat and opon aeine. Seep W at the ceurce. Dike ares ee prevent spill from spreading. Pump epRt Ic eazvae sink. RamairHng material Should be siken up wirn absorbent material and shoveled into containers.
WASTE DISPOSAL METHOD: Do not conasnate water, food, or feed by storage or dispoa&. Ciapose of in an eppruwd waste dspceaI laslifly In adanee with all odara. Stare. and LoCal itOilabons.
CONTAINER DISPOSAL Triple rinse (qrquivalenl) addsg since water to spray wk. Offer eantakiar for recyding or dispose of In a sarllWy landfill, or by a*hor preoodiaee approved by the appropriate authorities.
-.
VIII. SPECIAL PROTECTION INFORMATION
RESPIRATORY PROTECTION: Wear a NIOSH/bISkA appnwed mspuajor If nease.
VENTILATION: LOCAL Preferakte SPECIAL None
MECHANICAL: Acceptable OTHER: None PROTECTIVE GLOVES Wear Impendous gloves.
EYE PROTECTION! War gegles or a face shield.
OTHER PROTECTION: Pull body ceevfngathlng.
IX. SPECIAL PRECAUTIONS
PRECA1JTIONS TO BE TAKEN IN STORAGE AND HANDLING: seem ma coot de'y piam. Ifeep In origInal tighdy doom. Do not reuse container.
OTHER PRECAUTIONS: Keep cut of reach of dSdren.
X. REGULATORY INFORMATION
Components which could require reporting under SARA TITLE III arw. pio.
CHEMICAL CAS NUMBER
SARA TITLE III HAZARD CATEGORY
IMMEDIATE: Yin FIRE: No REACTIVITY: we DELAYED: No SUDDEN RELEASE OF PRESSURE: No FREIGHT CLASS: rrPM CLASS 60
DOT REGULATION: Na? Regulated
Legal mapcnslUlty Is moumec only for the face that all studies reported hoe and all opinions we those of guauhled llfl5. Buyor essumsa an rieks C tb5ty, He accepte 5 uaes this material on thdO oat felons. No muc' Pioua a copy of bus MSDS whom thIs material Is handled.
Data at Issue: 740.92 Supersedes: New
Page 20f2
.7.
06/04/2001 08:20 989-427-8279 AMERICAN ASPHALT PAGE 07 Mar-27-01 11224A HYDRO—SCAPE — CREDIT 18586940428 P.06
'I
iILWZt2 114
P NONIONIC SURFACTANT
PENETRANT • LOW FOAMING
BIODEGRADABLE
INGREDIENTS! Alkyl pelyOiyethyiene ether & trod fatty *Cid$ .......90% Con;tiluents ifleftaelive as adjuvants .............10%
TOTAL............................................100%
IrlUvadlertla exampt firm residue leior4n;e ,j,irSar 40 CPR 'bc. toot
CAI IF RCQ. NO. ALOVEUND
IMMES INC.
P.O. Sox 1283 0 Greeley. Co 60
CAUTION: Keep Out of Reach of Children
NET CONTENTS US GALLONS ( Litres
CAUTION: Liquid Causes Eye Injury
Statemerit of Practical Treatment:
II Ia Eyes: Flush with water for Iiftioit minutes. Ilu.r 3101 meilie.al atrOnriOn II an Skin Remove contam.natect doming. Wath wtrt soap and water Got medleol q1tafffian if .rr.toUon persists.
II IlOwodi CCU.ApflyCiCiafl immaciatsiv. induce Ydmitilid PqCTIP1IIt. N I,maied Pi'.T'uva victim ta ir.sfl air. APply arliliclal respiration it It100500PY. General: AOTIVAIeW eo hi a low Iczawamg, nan4an%c typo sprosoar. int. A('IVA3 064 sQ illildil. w.'tt.ig. POrC uflifOfiTi disiriDgl.,Ori, and ,nc,eases retention of spray by tO lud.np SUPISGO (enClel at rtie sonw, eraplete. SCYIVA COP 00 i p n5tOr ioIvb,r juijuivenitt'nl ifiHy pl5nP$ luwail II'.. aIM .ntnrincaiicj agent for wettable p.wdors, variation-4 .n lldPltiltldiir, oi lI5! CiI% i:liilat! !iflrIIi2 v;irLititiit lot lipi 5i,lliwtl 03 AGTIVATOP 00 'eouired. The minimum reouirqd to pie a zRAVIAN, WI"Qrm çW loon iiIilLIiy pivdti this mccl effective TQUUITS
MiJflg faatcuctlons or wettable pewdofa and wate' soluble materials. add AG11VATOR SQ In water baler a adding peclidide to spray t5rtk. For emulsifiable imadygis.aidd ACTIVATOR OGaftar a good einutsipn ic lijnmd
DiiSctien For Use; some Pesticides hive stated adluvant use rates. In Oil cacao. the pesticide naAuhaclg.ers iabal Should be aenaulted regarding specific sdtuvOiit USC recommendations and trial vale followed. 310 not ago adluvOfltal a level That would d*CCCC 0% Of 1110 3 'matted spray volume. Merdloldee, Defoilanla. D,alccaina
I to 4 pinloftOG ggene Of spray mixture. lecilcides. Fungicides. AoecIde, Punt Orowlit regulators, Feller NiWIsnI, I to einlellOD 4allons at apfay mixture. Tuit Omei,wnlat. and lnduMei Spraytng 1 103 01111500 p0,5 gallons 01 spray mixture. NOTE. This o'ojct Me demonstrated cecednt Dun safety however not all species and varieties have been tested. Before 4ieellns a ICngfl CPI%i, Imiat e rjynill line and Utitv,llvl ads' I., lull addS 5ppllLlun. Di, flail use on 30545. Stotage fl1r5 in kinod. dty ilaa.. atote in original container. Keep container Ii5litly closed. Do not '0usd illYtfily ciiIOiftee.
Diapetaig Du nr cjvinlamlnatie water, loath, or feed by amlftgeor SL'tpoaai. WasteS may badisposed or lan ,i,lh U, dl &i approved wbSld d1igia551 facility. TSIDIO riasa, lOf Ct3ulv3ieAtl ad01119 rinse water to d.%y lank. Otter container for treavchr4,of015005003 container in sanitary landlifl, or Dv ciher pmacdiiree aspray.o by aso'opmate authorities.
HolieSt, l,u.nhi l,id,,'flM, lip aa.raiil IlMi Iio.in.,da.I ,.anll,,,nO hi Ifl.41'iaiiutdl nklltrn%IifaP 111)110110011 V01M•II 0.11311 ..,I,aIle. IIIo malalilva ilatid III 1011). taheauliw *511n n.J a. an..w...w.Iil tilulllnu.uaill. luanmal ow ai..no'u. flu. map IrnIJ inSlaIlniMS nil nu10 ,.fldulnlly Oliul Mlii IIti IlUt .101) 5'6CI Clot rholy, e5alIlv'eI dtriefe 0' 01101 ,diiriIiIlCld 0JIItdIiliJl'LSb lialy (Chili 054115001:Il4IIISCi011)#$ .aeatlw, 101)1)0.0110. 010001)dpel Ilfl01m1)15'I101I, 01 IN# MA*"? Al .lwimni.nl. 01 l,.1)a11al eimi ,,w iipiil'øihi ffllllilll lii I .1)1111111.1 IflihIIIli. I,, In... l. 1111110 I .,wlpill hi5itWU1) fro Do MliIa I& i,1m05aon1.l. ao,i.,v all 111011501 dUIIII IttaililliD 11111111't aMn. nalal.iIO 5. Il 001)101 LII IM5taI.*3 Uu.Il hnm.uipla.y 1.110 h..p I ,.odalall In5JMIIiM. 1110 0011IIm5hlipIIli5. ni 1.01011.....In, iltusqi In, a ?a.IIr..Ma,iw,,nnanu, .,piV1n,t ,,,,na.,..nui,li..I 10 ,iiUilliiuiiulll,I.ldbIVi. I iar..n'
06/04/2001 88:20 969-427-8279 AMERICAN ASPHALT PAGE 08
IV.3v'2701 11:2A HYDRO'-SCAPE - CREDIT 18686940428 P.01
4i HDRO-SCAF y1 PROtUCTS
iNC.
Facsimile Transmission
Cover Sheet
SAN DIEGO
5505 ic,amy Villa Rd.
Sort Diego. CA 92123
(858) 51304ff;11
Fax: (858) 571-8514
EL. CA.JON
436 N. Marshall Avenue
Cl Cajon, CA 92020
(919) 440-4703
Fax: (61 5) 440-0352
RANCHO CUCAMONGA
9548 Commerce Center Dr.
Rancho Cucamonga, CA 91730
((14) 900-5353
Fax (909) 944-5078
WALNUT
20823 East Valley Blvd
Walnut, CA 91789
(909) 595-9484
Fax (909) 595-408
PALM DESERT
77-868 Wildcat (Jr.
Palm De9er. CA 9721 I
(780) 360-2950
Fax: (700) 380-5921
PURCHASING
5805 Kearny Villa Road
Sari tIoga. CA 92123
(868) 500.1600
csit (858) 560-9578
ORANGE
810 N. Batavia
Orange. CA 92868
(/14)639-1850
F: (/14) 744-4314
ENCINITAS
790 rstst
Encinitas CA 92024 (760) 436-2062
Fax: (760)042-6473
CORONA
380 E. Harrison St. Corona, CA 81719
(909) 734-3380
Fax: (909) 272.85:12
P4EWPIALL
22427 Mirkat St.
NewPtait CA. 9321
(661) 291-1588 Fax: (661)291-1762
TECHNICAL DEPARTMENT
5805 Kearny Villa Rd.
Sari Diego, CA 92123
(858) 660-1500
Fax: (858)573-0618
ACCOUNTS PAYABLE saos Kearny Villa Rd.
San Diego, CA 92123
(858)560.1600
Fax (858) 5801293
SAN BERNARDINO
1548 Mountain View Ave,
San Bernardino, CA 92408
(909) 824-3612
Fax: (909) 798-6309
ESCOND1DO
731 Enterprise Street
Escondido, CA 92029
(760) 7464000
Fax: (760) 748-5369
CP'IULA VISTA
375 Trouadale Dr.
Chula Vista, CA 92010
(819) 691-9700
(819) 426.3397
CANOGA PARK
8103 Canoga Ave. Canoga Park CA 91324 (8 18) 712-.00ào
Fax: (815) 340.7789
QUOTE DEPARTMENT
5805 l<eamy Villa Rd.
Sari Diego, CA 92123
(858) 660-9700
Fax (858) 2927747
CREOITIADMIN
5805 Kearny Villa Rd.
San Diego, CA 22123
(858) 560-1600
Fax: (858) 694-0428
CARLSBAD
8701 L!I Camino Real
CarIsbd, CA 92008
(760)436.-7661
Fax: (760)438-0179
LAKE FOREST
2254? Shannon Circle
Lake Pomat, GA 92830
(949) 951.5827
Fax. (949) 837.8554
SAN JUAN CAPISTRANO
33012 CelIa Aviedor San Juan Capistrano, CA 92675 (948) 498.1998
FAX: (649) 4864646
TEMECULA 41881 EntefVrise Circle North Temecula, CA 92390
(909) 678-8850
Fax: (909) 508-9343
INTERNATIONAL
5805 Kearny Villa Rd.
San Diego. CA 92123
(858) 580-1600
Fax: (858) 278-4378
INTERNET
www.flydroscapo.com
To: /l , '/kp/. -- Date: 312 i I C /
Fax: q'27- Z Attention:
From: •P,,it Branch: e) Department:
Number of Pages ancluding Cover
Comments:__
Please contact us immediately, I/you do not receive all pages
6/04/2001 8:20 989-427-8279 AMERICAN ASPHALT PAGE 89
IS, ANALYSIS DEJCN L m I .~w I I 1.11 Vill r€cMNoLocy -PROFESSIONAL PAVEMENT ENGINEERlNG-.-.--..
A C#UORNA CORFORTON
March 16, 2001
Mr. Brian Burns
Petrochem Marketing, Inc
5235 Avenida Encinas, Suite A
Carlsbad, California 92008-4368
rype 1/if REAS
Shiny Sea) Mix Designs
Various Cities
Project No. 27787-Li Dear Mr. Burns
Laboratory investigation and designs for the Type I/tI Rubberized Emulsion-Aggregate Slurry
mixtures for use in various cities has been completed. The designs were based upon provided
samples of aggregate, and rubberized asphalt emulsion. The quantity of aggregate (lbs. per
gallon) was varied within the specification limits and add water was changed to achieve the
desired workability. Laboratory specimens for the acceptable design displayed slight signs of
shrinkage cracking, which may or may not be reflected in the field..
Note: Prior to the addition of emulsified aspbal, additional water caused the aggregate/ cement mixture to coagulate, Ball Up".
Testing was performed in accordance with ASTM D-3910°. Based on the results of
laboratory testing the following alternative design recommendations are provided.
*California Test #342 (Skid Resistance) not included as part of laboratory mix design.
The opportunity to be of service is sincerely appreciated and should you have any questions, kindly call.
Respectfully Submitted,
Notice
Petrnchern Marketing, Inc. has provided a copy W this Mix Design for information only cfl tAd laboratory performance of the specified maariaIL and not 8$
a recommendation for any intended use of the
products described. Please read the attached
disclaimer for further clarification on this matar. If
nodisclahneris attaclwd, please contact Pet rochei
Ms,tCtiflg. Inc at 1.e90.FI.EX$SAL.
2700 S. GRAND AVENUE SANTA ANA, CA 92705-5404 0 (714) 546-3468 0 FAX (714).546-5841
06/04/2001 08:20 909-427-8279
March 16. 2001
,Peochem Marketing, Inc.
Project No. 27787-11 Page 2
AMERICAN ASPHALT PAGE 10
TYPE I RUBBERIZED EMULSION-AGGREGATE SLURRY SEAL
Material Source
Rock Dust (Type I) - Chandler, Témescal Canyon
Emulsion (RPME)
Cenient(Type I/fl)
Predicted Consistency
Predicted Wear
Add Water
Armor Products, San Diego, CA
23 u=
26g/sf
12.0% by Dry Wt. of Aggregate
Manufac. LBO
Composition of REAS Data Data Specs.
Aggregate Type I
Cement Type L*IT
RPME % of Dry Aggregate Weight
Residual RPMB% of Dry Aggregate Wt
kg of Dry Aggregate per L of RPME -
Lbs. of Dry Aggregate per Gal. of RPME
Unit Weight P1MB
Unit Weight Finished REAS
- LO%bywtofemul.
- 60.7% 50-75
- 30.4% 25-38
1.67 1.35-200
- 14.0 11.3-17.0
8.5 Is./ gal.
- 12.8 lbsi gal.
Notice
Petrochem Marketing. Inc. has provided a copy of this Mix Design 1r Information only on the laboratory performance of the specified matar,ale, and not as a recommendation for any intended use of the products described. Please read the attached disclaimer for further clarification on this matter. It no discialmar Ia attached. please contact Petrochem Marketing. inc. at 1-800.FLEiSCAL
LaBelle • A1%arvII
06/84/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 11
March 16, 2001
Peochem Marketing, Inc.
Project No. 27787-11
Page 3
Gradation of Aggregates Specification
Sieve Size 0/6 Passing Type I Slurry Aggregate
#4 100.0 100.0
#8 92.1 90-100
#16 67.3 65-90
#30 45.2 , 40-60
#50 29.9 25-42
#100 19.8 15-30
#200 14.1 10-20
TESTS ON RuBBERIZED EMULSION
Test Result _Specification
Residue by 50.0% 50 minimum
Evaporation
See Material Certification Sheets for Additional Data
Design Tabulation
pecimen #1
12.0 lbs. aggregate per gallon RPME
8.0% Add Water
1.0%Cenient
Consistency, mm 13mm
WTAT Abrasion Loss G/Sq. Pt. 20
Specimen #2
12.0 lbs. aggregate per gallon RPME
10.0% Add Water
1.0% Cement
Consistency, mm 22 mm
WTAT Abrasion Loss G/Sq. Ft. 23
Specimen #3
12.0 lbs. aggregate per gallon RPME
12.0% Add Water
1.0% Cement
Consistency, mm 25 mm
WTAT Abrasion Loss G/Sq. Pt. 31
Notice
Petrocham Marketing. Inc. has provided a copy of
this MIX Design for Information only on the laboratory
performance of the specified materials, and not as
a recommendation for any Intended use of the products described. Please read the attached
disetalmnsr for further clarification on this matter. If no disclimeris attached, please contact Petroctiem
Marketing. Inc. at 1.3OO-FLeXSAL.
Lollelle • Marvin
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 12
March 16,2001
- Petroehem ma*etiAla Inc.
Project Va. 2778 7- 11
Pagc 4
Specimen #4
14.0 lbs. aggregate per gallon RPME
10.0% Add Water
1-0% Cement
Consistency, mm 13 mm WTAT Abrasion Loss G/Sq- Ft. 25
Specimen 45
14.0 lbs. aggregate per gallon RPME
12.0% Add Water
1.0% Cement
Consistency, mm .. 23 mm WTAT Abrasion Loss G/Sq. FL 26
peciinen #6
14.0 lbs. aggregate per gallon RPME
14.0% Add Water
1.00/9 Cement
Consistency, mm 33 mm V1']T Abasión Loss 0/Sq. Ft. 32
Specimen #7
16.0 lbs. aggregate per gallon RPME
10.0% Add Water
1.0% Cement
Consistency, mm 13 mm WTAT Abrasion Loss G/Sq. Ft. 31
pecimen #8
16.0 lbs. aggregate per gallon RPME
12.0% Add Water
1-0% Cement
Consistency, mm 23 mm Notice WTAT Abrasion Loss G/Sq. Ft. 22
Petro:hem Marketing. Inc. has provided a copy of Speciinen#9 thisMix Oaslgrilorintormallon only on the laboratory
16.0 lbs. aggregate per gallon RPME perfoimance at the specified materials. and not as a recommendation for any intenaaci use at the 14.0% Add Water . pt0*ucts described. Please read the attached 1.0% Cement dIsIam.r far tear gga,tSicarin or, this matter. If
Consistency, mm 33 mm no daim.rs attachad,pease contact Petrachem Marketing, Inc. at I-aOO-ct..EXSEL WTAT Abrasion Loss G/Sq. Ft. 18
I4nReIIc • Allainin
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 13
Petrochem Marketing, Inc.
52
Phone: 31PF4103-0962
MIX DESIGN DISCLAIMER
PETROCHEM MAPXETING. INC. ( ETROCHEM) MAKES NO EXPRESSED OR IMPLIED WARRANTIES CONCERNING THE
ATTACHED MIX DESIGN. ALL EXPRESS AND IMPLIED WARRANTIES INCLUDING, BUT NOT LIMITED TO, THE
WARRANTIES OF P1TNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY ARE HEREBY DISCLAIM. THE
USER OF THE ATTACHED MIX DESIGN HEREBY ASSUMES ALL LIABILITY FOR ANY USE OF THE ATTACHED MIX
DESIGN AND HEREBY WAIVES AND RELEASES PETROCHEM AND ITS APPIIATES , LICENSORS, OWICERS, DIRECTORS,
SHAREHOLDERS, AGENTS, EMPLOYEES, REPRESENTATIVES, SUCCESSORS AND ASSIGNS FROM ANY AND ALL
CLAIMS, DEMANDS, LOSSES, LIABILITIES, DAMAGES, JUDGEMENTS, AWARDS, LIENS AND COSTS (INCLUDING
ATTORNEYS' FEES). PETROCHEM SHALL NOT BE LIABLE FOR ANY DAMAGES, LOSS OF USE, CONSEQUENTIAL
DAMAGES OR EXEMPLARY DAMAGES ARISING OUT OF OR RELATED TO THE ATTACHED MIX DESIGN OR ANY
STATEMENTS, EXPRESSED OR IMPLIED, BY FEIROCHEM.
P5TROCEM HAS NOT MADE ANY ANALYSIS OF THE SITE WHERE THE PRODUCT IS TO BE APPLIED. A QUALIFIED
ENGINEER SHOULD BE CONSULTED CONCERNING THE APPROPRIATE MIX DESIGN FOR THE USE OF THE PRODUCT ON
A SPEFIC SITE. FLEX SEALTM MAY NOT BE APPROPRIATE FOR THE SELECTED SITE OR THE FLEX SEAL PRODUCT
MAY NEED TO BE MODIFIED TO MAKE IT SUITABLE FOR USE AT TIE SPECIFIED SITE. NOTHING CONTAINEDREREIN
01 IN THE ATTACHED MIX DESIGN SHALL OPERATE AS A RECOIvflvIENDATION BY PETROCHEM.
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT
(CHANDLER AGGREGATES, INC.
'11L P.O. SOX 39 CORONA CA9171-oces
Q9273 1011 • PAX a.273O665
htATSKLALSAFETY DATA SHT
SECTION 1 a 11
(Idctciaa, Product md Cimpou Data)
tECAt PAM!r1y NA11ES & SYNONYMS GramI I Cnhed Rock Cnjoba Rock. QonLuctkn Acgrea1e
çAL NYM S _ C1s11ed Rocir aW amvw (CAS I none) NIA
rg4caIy tflt1ris quo= (yawne *Wca) (CAS * 1480aeO-1) cO!1t t7CMty greater th 1%
SzcrxON in - PHYSICAL DATA
SpRom WA. *Gcai,eI or CushedRock 2.55-2.75
YAMZMSUIM
--N/A. as Grsiv1 at Gn5l1ed Rock
-
-
SECTION 1V-REACTWITYDATA
Product is Stable. Not known to pQ1yme1ZL
mcpIu'ATIBLrrY
CQ1Gt with powwmi ,ddihq agents such as fluorre, baron &nxwi4Ak chkvifte trIhJorido, magnesium
flcrde. ww aMen dVkmdde may cousallre endlor e0oaic,ia. Silk cfimw*fv3 In hydrcflua1c acid producing a otO41Va 2w - iiin tMtWiodd,.
PAGE 14
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 15
SECTION vm - STORAGE AND RANDUNG P*ECAtTTIONS
Resoirabte crysteltine Sdk&-WfWMng ClUot may bØ gereatad ftdM pacassing. handling. and stcrae.. The peioiiot protectiOn end conuvia Identified in SectIon 7 should be apøled as
Do not store near foOd and DovQr5O$ or sffiotlflg matensta.
SECTION IX SPILL, LEAK, AND DISPOSAL P*ACTICYS
IN £AS LAX C
Personal protection Identified in Secttan 7 should be applied as appropriate. SpIlled materials &Toufd be ad prior to clean-up to mMIme e*posw'e or generation of dust Do not meep d,y spdled mateiiaL
RO RE(X
None of the components In this product are subject to the reporting requirements of TVs III of SARA, 1 ON. and4O CPR a72,
WAMRIMULMM
Pldtup and rets ceafl matedals. Dispose of waste materieb any In aatIanca with app$kabte federal, stale, and local regulations.
SWflON TRANSPORTATION
"sd I!(si
Label as requIred Dy the OSHA Nerd Commun$c*tion Standøid and appflcebta n%5te SnO local laws and regulations.
WOTCL The ine FflrAtbI* I baeed ca dacoss1&c to be aatc ft of the 4ate ofprei*o
Of Os MatoiclDnti S66ty 8bec, •Bowvo. no wty CC rto. cr iO$io$ ix iidc t" ILD
aacy or cckts c(the1re5e* d4MfeP lSbtwdcn. Th addition. no PoPmudbOY - be smmncd. - by vd or unr4caii Cr jiy rwdgn 9cm abgwmd inc, &am any Wom to adbad to or &= cay bz4re in* *c nom of the co4ct AboYo-rcucnoed vs reSect caccptc
ictnUy md.qwdgs 4w2eC5TaCE I Iab1ee,cn nqwsL
D.iIco; ve*abor L 1996
PAGE 16
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT
W4MAI.ATON: OUSU may Vn%ftVwnM.1hmW. and mWistowyVact by mxltanaaI anrian. CnUQNTtq. %nira and hor.ce at bMvM may occur fcøaMng
ciwes tnas, Of OW WO Umlb.
TS?AID
EYE3: trnmdy HUM aye( %bM 014fq at clean WE for 2t IQ8U 15 mftutes, wIiie hcdin the eyalld(.) Oonauy I th ,ysltd) to .rtswn thcrcuh nsin.. 9yana fhie*.g. do "at a.mpt to rwas'a nitaii&ftrn Cciita a pJyaican itirrl!*tian perutate or Ier davetops.
SION:
- waat *i enep and water. Ccrftd a physlan It kridon poriets or deYeIop
WIOE$T10f4 it parson is cancloua. gIve Mw qtanithy ci ~ ON Induce 'omg;
hvwww novsr attempt to m0w an wtccnectous person sink or vomit. Get tmmede medIcal ette.$on.
RlHALA1'CN: Ramon to freeSt SW. mt In throat and rial pseesgen should clear sponten,ou*ty, Cantect a physlcl It rr*atIcn pemets or .r dd'&cps.
Pradtat con*alns a yeI1!n. ettea, a CMUNAW Irn to ne SWO of CaIlfomtIe to doi&e• caneem un0te SOft Dflman Water and Tode Eaftmernwt Ad of 1250, l.rnaiot and Safety Coda, Secdan 29249.e. Prolonged arwd repsotod brautntng at oryslellins etlica dust oan cause siflcosis, and rrägat lead to lung cancer.
SECTION VU - FERSOML PROECnON AND CONTROLS
RESP1RAToltYPqJCrtCN SKN 0TEC1ICN &JWG!EN no use of a 1QS14 JPA51(A WPWW ruepiretor Wash du.exposad sKin with is mended, bag4 art atrbocne con=,.. soap & mvetóv Westdoihes tra11or. Consull M$HA ,' OHA for proper after each Use. respIrators an4 flt-teatlrig plolocos.
EYE PROMUZZIN Local aidiauci can be used to control Use of llgln.flt!lrtQ goggles airborne dust levels Is recommended.
ECRThS1 Respiroble duet and qLM"2 levela In axcosa of apprepliate eosure levels 5h0t S qeduaed by all feastble eoiglneerts cantrnls. indudlng (big not limited tO) wet suppressIon. vnWet1On, pmeM enclosure, and wWOwd employee work at*6aiis.
06/04/2801 08:20 909-427-8279 AMERICAN ASPHALT PAGE 17
iI -e0ni,Ie '60Ie dkm pafllClls may be g,nIrad by hendIhg.
SECTION ThE AND EXPLOSION HAZARD DATA
, NI rIiiv(
i?L' tt 1tT; VThpJS11AL EM & XPLOSON R*ZADS
CoMed Vah powem oxng agent
may ceuae fire" aw#askn (see Sec IV)
- SECTTON VI - TOMMY AND IlEST MD
!ipoar. Imit ere r $-r. TWA (lime Weh,d Averag expoetaes, f.Lmit (a' ctcIttj end trl4ymee (cer tCrr ' ysaIJhie aflieV are eqaI to cie.haff of the limft for q*ir.
ngzm= LOATT YALU cmvr. M end OAL
RespirLe Dust 10ng/m 1 t%Qua,lz 2) - M8HA and OSHA PEt
Toaf Dust 3Orng/m 1 (%Quwtz +3) - MSHA PEL 30mg/rn3! (%Qutz +2) - QeHA Pa
Resph2vtft Qvaflz 10nigfm3 / (%Quertz 2) - MSHA and OSHA PEt Cimg( M11 - l.V
W=AL A1GAVATD V SUBE
lnhálki repirabe du may somwate ez*k%g resp(ratary syem Iseases SM or dysNactlom poauro t dw may aggravate exatIng s1n aridlor eye conditions.
IMARY Rfl(iTR CF EMME
tnhatatios
EYE CONTACT. Oiret amtm We duet may uee L'ø.Iton by mear?aflt mmemm
$PUN CONTACTS Dire ga'it y ea&Ilè ra'i py m.hauiceI ebcs.
SI1N AB3OTION Not oXpfad ta he a sIQnitInt .poaur. raAe.
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 24
CHANDLER AGGREGATES INC.
24867 Mitri Road
Corona, CA 91719 *
(909) 277-9110
May 15, 2001
STJB,1ECT: Type I and Type II Shiny
This is to pertify that our Type land Type II Slurry meet 1999 Cal Trans Standard Specifications, Section 37-2.02C.
SB:jg
06/04/2001 08:20 989-427-8279 AMERICAN ASPHALT PAGE 18 JUN-1-2001 04:14F FROM:MICHELLE CLINGER 909476096 TD478E79 F: 1' - -.
4IL. r1.k48M I VML 01
Cra**flter Manufacturing Corporafàp
-
CERI1FtCATE OF COMPLIANCE
: ,-. •.. .•
IS$UTO:__AmetAsohaIt DATE Ma31.-20D1
- ..''. S. . S .. • ..
PRQJET: çan
This çe'tWies that the below dnbfsed product exceeds the requiremënta of
qcco - etci* t.ot ypic.
çwoo a hot-applied, bingIe
comØdnent craqk an1ont eeaant consisUng of a mixture Of paving asphalt, 9ft3uh6
rutiber 'a OW the equirervients of
Z4j. ,. : ;•. . .- . •. .: - .. • S.
1 ' Aeitcy CaftFans
Pvodit Name Modified Asphalt Crack Sea'ant
.SF*cffiàal1on • .. •
5 ..
.5., • .- • . - - .
S.f • -. - - . -.
- PHYSiCAL PROPERTiES AND SPSCIFICAT1ON cOMPLIANCE
:. - S. •
5 - ..•-.. _••S • , S ...5 5
.5..
...
5. .
-.•
-S
•• S. •. • TEST TYPICAL
MIOD SCIFIc4LTIQ4 RESULIS
scrterna Point ASTM D-38 Mm Pass
Cone Pñ 25t A$TM D-3407 30 dmm Mm
1 - , eGUnae 2°C , ASTh! o40T 40% M Pass
Fløw aiSND-34O7 :3 mm Mai.,OR lnnmertdad con Thmperature SscrF (15°L)
Mrlwn Aj(&rc2ici patmsve 50°F (2arC)
'Sibe HeatIng1mp1ature 410W 212°C)
ThIs ceftifles theabo4e to avand and'tnje ,efleclon of the above specsfjed product
0-a6l low
0e fxto*1(che1l* Olinger at (90) 562-0531
rn -
S • S . z:. : .
f-•. •.. • Pn "atioo.' 1:.- . ,. .
•• -
. -
- •; :.
.Ma!
L
Addres.
P.OX6?3B. :- Plh-aO77P8810.
WV 8QO7 Cheyenhe WY 823 Fox 3Q7-7'88624
-
1AV-31-Pi1 T14I Tn!MTrwrl I V rh
I
PAGE 19 06/04/201 8:20 909-427-8279 AMERICAN ASPHALT
JUN-04-51 ee;O? AM J'WP-9TRZPZNZ $LH746286 9Q046? NO
14:34 94. 29 AX L'Z%t9A.
1
APEX UNIVERSAL. INC.
5? c,eA ( 4 47i5?
JUNE 1, 2001
JP STRIPING
39234 VItWLAND
CHERRY VALLEY, CA 92223
Re: Apex TJnivera1., Inc. Reflective Pavement Markers
Type 0-921 One Way Clear Lot 97074 Type D-927 Two Way Amber Lot *4072 Type BB-921 Two Way E1ae
Dear Sirs,
We hereby certify that the above mentioned Pavement Markers are manufactured and distributed by Apex Universal, Inc. have been inspected and found to be in complete compliance With the specifications of California Department of Trans-portation Section 8,1999.
Sincerely yours,
Apex Universal, Inc,
C% IFA .W
Fzaiic Pei, Threjdent Manufacturing
I
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 20
JUN—el—el 3:01 PM J4P.STRIPZNG SLN..746266 9+45+99 P.03 t
71
S PAINT 992$ YUCCA ROAD ADELANIP CA 92301
7604464508 FAX 760-246.3055
I..
: CERTIFICATE OF COMPLIANCE
PRETEST DATA SHEET
4IJi mterias covered by this Certification has been tested according to the standard procedures je ENNLS PAINT Quality Control Depettent and complies with California Standard Specfflction
i 21C -19 ALKYD BINDER.
NUMBER: 01 BV
11
W2D5GSIC - WHITE SPRAY
104109 - 0283,
I
ITY: (2,000 LM.) MFG. DATE. 4110/2001
Control Data to substantiate this Certificate of Coinpikince Is on tile In the ENNIS PAINT Laboratofy.
LOT #L 5417
•
ER: ________ I.. ENTATIVE
JP STRIPING - -" -
DATZ Mai, O 2001
MA
IT
06/04/2001 08:20 909-427-8279 AMERICAN ASPHALT PAGE 21 JUN-61 -02 e3 sea n J+P.STIXIN I..N.746266 9984P6399 P. W4 1:_VlJ1W .--c • .J. I? .. '. 2
! (1
PAINT Z126 YUCCA WAP !DLANTQ CA 92301
FAX 760244059
CERTIFICATE OF COMPLIANCE
YI* rntna1 icv'iu1 by tIti flhfh.qItoii hc bñ *rd*d ictaici.iy to the *ndard procadum by the NNIS PAINT Qualty ContraI
Depaitment sand ornplicC with weappilgabIls i peciftcacioie for the
M*NUFACTuRiNGOROERNO.:
TYPE OF MATERIAL: Aasm Beads - -- -- -- - - -
- I•--- '. --
1.091 IcG$ (2.400 LEIS.) - -
1047 V33
"WI
I
06/64/2001 08:20 969-427-8279 AMERICAN ASPHALT
JUN-81-81 03:02 PM J+P.STRXPIp1G SLN..746266 9O9+05+ .1 .il4
kNIR PAINT 9926YUCCAROAD AD€L.ATQ CA 920
FAX: 74-24$405
CERTIFICATE OF COMPLIANCE
PRE-TEST DATA SHE€1
,vsrod by ph6 CeiiIfkabn has been ttrd =r4rding to the starodard ?TC*dUS y go SNNtb PAINT Qumity Control Oep1dM5nt 4M complies with "VINOMIS SurAard Spr'ektsn :1: iIt-19ALWO BINDER.
OTNUMER •
-
Y2D5c1C YELLOW ALKYD SPRAY
-
I
CO*OI Daf3 TO b n1Iv This ,tfkatso? COMPIlanCO 15 On 'lie In gNNaV PAINT Laboratiy.
LOT #L-
S,
541
REdE4TAT
JR stcicpiNe • tIC ( )
9245VINEL01ST,
-
CHERRY VALLY CA
;J !:
I • .1
I I•I•
PAGE 22-
P. 05
P.
06/04/2001
I '• 1 ;
--
-8279 08:20 909-427 AMERICAN ASPHALT-•• LH7426 1.Et ''.•'N., . •
PAGE 23.
91. '7k, IN
F1 i VOID
June Dl. 2001
'bis Isflca znif1es the follovift proict( wit)i thc 461gtiat4 b1 mcrS)
••-- •--•---.
- -
maiatktured by T2.ft-Pattway, LL I Los AW1 es CoatLg ifhty, oseel(s) eid eonfuim(sl) ith the Stntc of Cg1&foroa T)epertment OtTt*nsyortation spodricathm #OI-3oB for water-Bone Tmilic Line Paint
$incege 4
TMT.Pinhwty. IUC
Los Angeles Ccns Pacility
DdNA C. R2.'ES
Cii1bp&tce Othc ci1 Service
it11LiM3
JUN-1-2001 04:14P FROM: MICHELLE OLINGER 9094760968 TO: 4278279 P:1/1
- -. -
'III LMN I IMIt u:i.
Cre(*fihler Manufacturing Corporation
cJERTIFICAT E OF COMPLIANCE
ISSUED TO Arneflcan Asphalt DATE May31 2001
.PROJECT::.__Caifrans:. :
This certifies that the below idntified product exceeds the requirements of
PRODUCT' CMC #200 Batch Lot TYPICAL
CMC #200 is a hot-applied, single
component crack and joint sea$ant consisting of a mixture of paving asphalt, ground
rubber and polymerexceeding the requirements of
'• t .(. -
Agency Caltrans
Product Name Modified Asphalt Crack Sealant
Specificattons'
PHYSiCAL PROPERTIES AND SPECIFICATION COMPLIANCE
TEST TYPICAL
TEST !ThOD ECIFICATION RESULTS
Softening Point ASTM D-36 180°F Min.'.- Pass
Cone Pen 25°C AM 0-3407 30 dmm Min. Pass
Resilience (li 2°C ASTM D-3401 40% Mid..Pass
Flow ASTMt)-3407 3 mm Max Pass
Recommended AppUcstwns Temperature 38(1°F (195°C)
Maximum Appticatlon Twnprature 390°F (200°C)
Sate Heating Temperature 410°F (212°C)
• . .. •:. .. •.. • • .•
;.:tiècftjflestheabbve lobe a valid and-true reflection of the above sPebifio.product;
or h Date
Please faxIdMichdUb Olinger at (909) 562-0531
Plant Location Mailing Address
326 County Rcad 128A PC Box 6738 Ph 307-778-8610
Cheyenne, WV 8007 Cheyenne WY 82003 Fax 307-778-8624
• ó,/',,// f::
11W-31-PtW11 THH :P!PM Tfl:MTCI-iI I ir ru TIJCD
CHANDLER AGGREGATES INC.
24867 Maitri Road
Corona, CA 91719
(909) 277-9110
May 15, 2001
SUBJECT: Type I and Type LI Slurry
LETTER OF COMPLIANCE
This is to certify that our Type I and Type II Slurry meet 1999 Cal Trans
Standard Specifications, Section 37-2.02C.
Skip Efegg 6f v
Director of Sales and Marke
5p -L'I
Date
SB:jg
7'c- 439 -rr
scwic
.2.55 -2.75
£VAATION RATE
N/A. as Gravel or Crushed Rock
APPEARANCE AND ODOR
Angular particles: no odor
BOILING POINT
N/A. as Gravel or Crushed Rock
vpc. zssu
N/A, as Gravel or Crushed Rock
VAPOR DENSITY
N/A, as Gravel or Crushed Rock
STABILITY
Product is stable.
C I A
CHANDLER AGGREGATES, INC
P.O. BOX 39
CORONA, CA 9171 8-0039
909-273-1011 • FAX 909-273-0655
MATIAL SAFETY OAIA SHEET
SECTION I&II
(Identification, Product and Component Dita)
CEMTCM_ pm_y TADE NAMES & SYNONYMS
Gravel & Cniahed Rock Crushed Rock. Construction Aggregate
OMICAL. NAME. SYNONYMS. FORMULAS ___ Crushed Rock' and Graver (CAS C none) N/A
'Typically cmatains quartz (ystalIlne silica) (GAS $ 1430$-a04) 30mg/rn'
content typically greater than 1%
SECTION ill - PHYSICAL DATA
SECTION IV - REACTIVITY DATA
rNCOo'ArrBLrrY
Contact with powerful oxidizing agents Such as fluorine, boron trifluoride, chlorine trifluoride, magneeium
trifluorida, and oxygen difluonde may cause fire and/or explosions. Silica diszclvea in hydrcfluanc acid
producing a corrosive gas - silicon zstrIuoride.
SECTION VIII - STORAGE AND HANDLING PRECAUTIONS
Resplrabie crystalline sillca-containlng dust may be generated during processing, handling, and storage. The personal protection and controls identified In Section 7 should be applied as appropriate.
Do not store near food and beverages or smoking materiels.
SECTION IX. SPILL, LEAK, AND DISPOSAL PRACTICES
IN CASE OF LEAK CK SPILL
Personal protection Identified in Section 7 should be applied as appropriate. Spilled materials
should be wetted prior to clean-up to minimize exposure or generation of dust. Do not sweep dry spilled material.
REPORTDO REGUMEMENTS
None of the components In this product are subject to the reporting requirements of Title III of
SARA, 1986, and 40 CFR 372 -
WASTE DISPOSAL METHOI
Pickup and reuse clean materials Dispose of waste materials only in accordance with applicable federal, state, and local regulatIons.
SECTION X - TRANSPORTATION
':sa a :'y ic.i C.iJ ih*1]
LABEL REOtJ)
Label as reqwred by the OSHA Hazard Communication Standard and applicable state and local
laws and regulations.
NOTICE: The infimnation presented herein is based on data considered to be accurate as of the data of preparation
of this Material Data Safety Sheet Howver, no warranty or represanlation, oqWC= or iniplicd. is made to the
accuracy or completeness of ft foregoing data and safdy information. In addition, no rcspcmzibility can be assumed
by vendor for any dgn or injtay romiting from abnormal use, from any fadum to adhere to recommended
practices, or from any hazards inherent in the nature of the product. Abovt-rcfcrenced values reflect accepted
industry standards, and.qWpordq docuxnetttation Is available upon requ.
Date of Preparation: Novee1 1. 1996
lt*IALATION: Ousts may tnaste the nose, throat, and respiratory tivict by mocimical abrasion. Coughing. sne&ing, and shorirwes of breath may occur following exposures, In exciss of prvpriats exposure limits.
EYES: Immediately flush aye(s) with plenty of clean wer for at least 15 minutes, while holding the eyelid(s) open. Occasionally lift the eyelid(s) to ensure thorough rinsing.. Beyond flushing, do not attempt to remove materiel from the eye(s).
Contact a physician if irrftaor persists or later develops.
SKIN: Wash with soap and water. Ccntad a physician If Irritation persists or develops
1N0531iON: If p.rsofl is conscious, give large quantity of water and inducevomiting; however. never attempt to rrlcs an unconscious person drink or vomit Get
Immediate medical attention.
lNHLATION: Remove to fresh air. Oust in threat and nasal passages should clear spontaneously. Contact a physician it irritation persists or later develops.
Product contains crystalline silica, a cnmicai known to the State of California to cause cancer under the Safe Oririlong Water and Toxic Enforcement Act of 19e6. Reaith and Safety Coda, Section 25249.5. Prolonged and repeated breathing of crystalline silica dust can cause ailicoel,. and might lead to lung cancer.
SECTION VU - PERSONAL PROTECTION AND CONTROLS
RESPIRATQRY PROTECTION
The use of a NIOSH /MSHA approved respirator
is recommended, based on airborne concen-
trations. Consult MSR4 / OSHA for proper
respirators and fit-testing protocols.
VEWTILAT!ON
Local exhaust can be used to control
airborne dust levels.
SKIN PROTECTION & IYGIENE
Wash dust-exposed skin with
soap & water. Wash clothes
after each use.
EYE PROTECTION
Use of tlgM-flthflg goggles
is recommended.
OTHER COMM MPASUR
Respirable dust and quarts levels in excess of appropriate exposure levels should be reduced by
all feasible engineering controls, including (bit not limited to) wet suppression, ventilation,
process enclosure, and enclosed employee work stations.
HAZARDOUS DEcOSrnoN PRODUCfS SiIceoontalning respirable dust panicles may be generated by handling,
SECTION V - FIRE AND EXPLOSION HAZARD DATA
FLASH POINT A{A3f LIMiTS IN AIR Not flammable Not flammable
EXTNGUISHING ACiFN'I'S UNUSUAL FIRE & EXPLOSION HAZARDS None Requwed Contact with powerful oxidizing agents
may cause fire I e*p(osion (see Sec. IV)
SECTION VI- TOXICITY AND FIRST AID
Exposure limits are for 9-hr. 1WA (lime Weighted Averages) exposures. Limits for cristobalita and tridymlte (other forms of zsystalltne silica) are equal to one-half at the limits for quartz.
THRESHOLD LIMIT VALUE (ThVs. MSRA MLL ad OSHA PEL
Respirable Oust: 10mg/rn3 I (%Quartz 2) - MSHA and OSHA PEL
Total Dust: 30mg/rn3 I (%Quailz 3) - MSHA PEL
30mg/rn3 1 (%Quartz +2) - OSHA PEL
Respireble Quaflz 10mg/rn3 I (%Quertz +2) - MSHA and OSHA PEt..
0.1mg/rn3- TLV
=CAL cONDmoNs AGGRAVATED BY EXPOSURE
Inhaling reaplrable duet may aggravate existing respiratory system diseases and or dysfunctions. Exposure to dust may aggravate existing skin and/or eye conditions.
PRIMARY ROUTE gE E)SURE
Inhalation
ACE TOTY
EYE CONTACT: Direct contact with dust may cause irritation by mechanical abrasion.
SKIN CONTACT: Direct conct may cause WrIton by mechanical abrasion.
SKIN ABSORPTION: Not expected to be a significant exposure route.
.4
Tith letter certifies the fo1Io'.m product(g) wnh the dMilpatrd hatch nwaThcrs)
ftQ_ tbe41ICr
2.12.2.5.5 Yekiw
maefaetured by TMT-Pathway, UL, Los AnijeJs Coatig acihty. meet(s) and eonfonn(&
with the State of California Department of Transportation St,eciricatkrn 4810-20B for
Waler-Borne Traffic Line Paint
SineeLy,
TMT-Pathway. .J.0
Los Angeles Ccatlngs Facility
DIANA C. RZYES
Coanoe Ofticet,'icbnie21 Service
tr.t%IVtIM2
JUN-01-01 03:00 PM JP.STRIpING SLN.746266 909+845+6399 P.01
ji'• 1.zv 37-r '.T
TMI'PmItIIWnY
June 01,2001
.1.
39234ViieLnd
yV11yCA9222
:1
•1
I
________________
I
4
1 •i•
i ••! I
PedIUMINIM li 1msDMIII
ia2NIhMiri1O
O750 ts4rsIC 0.49O35
F0503.34.2$ 13.221-1154
PZD3.3O.435 P$23.2.3'VO
110 S*S 1909 1111103 350 ;599
1i I CERTIFICATE OF COMPLIANCE
PRE-TEST DATA SHEET
material covered by this Certification has been tested according to the standard procedures
Ah ENNIS PAINT Quality Control Department and complies with California Standard Specification
40.21C-19 ALKYD BINDER.
TNUMBER; 01 BV
PE OF MATERIAL:_ THERMOPLASTIC TRAFFIC STRIPING MATERIAL.
W2D5GS1C -WHITE SPRAY
ji ITCH NUMBER(S):
-
104109 028S
JANTITY:
-
(2OOO LBS.) MPG. DATE: 4/10/2001
1 ality Control Data to substantiate this Certificate of Compliance Is on tile in the ENN1S PAINT Laboratc
TL 5417 •-,<T
STOMER
- JP STRIPING
REPgSENTATIVO
May. 30 2001
DATE
U
U
11
JUN-01-01 03:01 PM J-'P..STRIPING SLN..746266 909+845+6399 P.03
IS PAINT 9925 YUCCA ROAD ADELANTO CA 92301
760-246-8508 FAX: 760-246-3055
JUN-01-81 03:01 PM J-'P.STRIPING SLN.746266 989+845+6399
NNIS PAINT flS YUCCA ROAD fOELANTO CA 52301
:; i I FAX: 160-2454065
J.
CERTIFICATE OF COMPLIANCE
• The material cØvs,id by WN Crtifi;tuii has bei; toed according
to the standard proedur5 by the ENNIS PAINT Quality Control
Department and ornplie with the applicabIt -ipeeffications for the
- 5TATE OF CALIFORNIA - - ii •
CUSTOMER, JP STRIPING —
U SHIPPED TO: -!45 V!NEND ST CHERRY VALLEY, CA 92223
• .1. CUSTOMER P.O. NO.: MINDY S/3001
- MANUFACTURING ORDER NO.:
TYPE OF MATERIAL: Aashtu Beads _.--4 -.•- --.• -.
•
. QUANTITY: 1.091 IWO (2,400 LOS.)
U . ATCPI NUMOER(S).! 1347 v33
:?144
REPR $ENTATIV
DATE
P 04
I. 2
03:02 PM J-'P.STRIPING SLN.746266 989+845+6399 P. 05
1.211:_H
25 YUCCA ROAD ADLATC CA 9230
760.246-868 FAX: 760-2464055
CERTIFICATE OF COMPLIANCE
PRE-TEST DATA SHEET
--
niMrlaI covered by hIa Certification )aa been tested according to the standard pr,ceur8
the ENNIb PAINT QuIity Control Department and compIic; with California StndIrd 3pr1itifl
I0-21C.1 ALKYD BINDER,
NUMBER! 010132
MA 'IC STRIPING MATERIAL.
Y2D5GSIC. YELLOW ALWv'D SPRAY
104129.012S
••• --
LQ
J•_,•
- Kos. (2,000 1. MS. MFG. DATE:
CotioI 04t to 4-.tantiate this Cwtificate of Compliance is en file In e ENNiS PAINT Laboratory
LOT #L- • 5431 .; .•
I ( 0
ACT#: • " / RE EVENTATIVE
-
JP STRIPING 411 '0
9245 VINELAND ST. J
CMRRY VALLEY. CA e2223_.
909+845+6399
JUNE 1, 2001
-
JUN-04-01 08:08 AM J+P.STRIPINC SLN.746266
4
QUO 1434 Uit$A..
J041144 APEX UNIVERSAL MC.
- •:. ..•,•. 4. '' °
LETTER OF COMPLIANCE
JP STRIPING
39234 VINELAND
CHERRY VALLEY, CA 92223
Re: Apex Universal, Inc. Reflective Pavement Markers
Type G-921 One Way Clear Lot #7074
Type D-921 Two Way Amber Lot 04072
Type BB-921 Two Way Blue
Dear. Sirs,
We hereby certify that the above mentioned Pavement Markers
are manufactured and distributed by Apex Universal, Inc.
have been inspected and found to be in complete compliance
with the specifications of California Department of Trans-
portation Section 85,1999.
Sincerely yours,
Apex Universal, Inc.
Frank Fei, Vice President
Manufacturing
4pP(i4v11
61t /ro f
Xcl
1. ........ I ....
- S ANALYSIS DEICN A 'm.d C A
7PROFESSIONAL PAVEMENT
6March00 1
A CAUFORNIA CORPORATION
V
ENGINEERING
SOILS, ASPHALT
TECHNOLOGY
Mr. Brian Burns
Petrochen Marketing, Inc.
5235 Avenida Encinas, Suite A
Carlsbad, California 92008-4368
Tvpe I/Il REAS
Sluriy Seal Mix Designs
Various Cities
Project No. 2778 7-11
Dear Mr. Burns
Laboratory investigation and designs for the Type 1/11 Rubberized Emulsion-Aggregate Slurry
mixtures for use in various cities has been completed. The designs were based upon provided
samples of aggregate, and rubberized asphalt emulsion. The quantity of aggregate (lbs. per
gallon) was varied within the specification limits and add water was changed to achieve the
desired workability. Laboratory specimens for the acceptable design displayed slight signs of
shrinkage cracking, which may or may not be reflected in the field.
-
Note: Prior to the addition of emulsified asphalt, additional water caused the aggregate/
cement mixture to coagulate, Ball Up".
Testing was performed in accordance with ASTM D3910*. Based on the results of
laboratory testing the following alternative design recomnrnàridations are provided.
*California Test #342 (Skid Resistance) not included as part of laboratory mix design
The opportunity to be of service is sincerely appreciated and should ydu have any questions,
kindly call. -
Respectfully Submitted,
Notice
Petrochem Marketing, Inc. has provided a copy
this Mix Design for information only on the laboratory
performance of the specified materials, and not as
a recommendation for any intended use of the
products described. Please read the attached
disclaimer for further clarification on this matter. If
no disclaimer is attached, please contact Pe trochem
Marketing. Inc. at 1.00.FLEXSEAL.
,1PP6P&'1cL
2700 S. GRAND AVENUE 0 SANTA ANA, CA 92705-5404 • (714) 546-3468 • FAX (714) 546-5841
March 16, 2001
,Petrochem Marketing, Inc.
Project No. 27787-11
Page 2
TYPE I RUBBERIZED EMULSION-AGGREGATE SLURRY SEAL
Material Source
Rock Dust (Type I)
Emulsion (RPME)
Cement(Type I/il)
Predicted Consistency
Predicted Wear
Add Water
Composition of REAS
Chandler, Temescal Canyon
Armor Products, San Diego, CA
23 mm.
26 g/sf
12.0% by Dry Wt. of Aggregate
Manufac. LMI
Data Data Specs.
Aggregate Type I
Cement Type I/il
RPME % of Dry Aggregate Weight
Residual RPME% of Dry Aggregate Wt.
kg of Dry Aggregate per L of RPME -
Lbs. of Dry Aggregat&per Gal. of RPME
Unit Weight RPME
Unit Weight Finished REAS
- 1.0% by wt. of emul.
- 60.7% 50-75
- 30.4% 25-38
- 1.67 1.35-2.00
- 14.0 11.3-17.0
8.5 lbs.! gal.
12.8 lbs.! gal.
Notice
Petrochem Marketing, Inc. has provided a copy of
this Mix Design for information only on the laboratory
performance of the specified materials, and not as
a recommendation for any intended use of the
products described. Please read the attached
disc!aimer for further clarification on this matter. If
no disclaimer is attached, please contact Petrochem
Marketing, Inc. at 1-800-FLExSEAL.
LalleHe Anrviii
March 16, 2001
Petrochem Marketing, Inc.
Project No. 27787-11
Page 3
Gradation of Aggregates Specification
Sieve Size
#4
#8
#16
#30
#50
#100
#200
% Passing
100.0
92.1
67.3
45.2
29.9
19.8
14.1
Type I Slurry Aggregate
100.0
90-100
65-90
40-60
25-42
15-30
10-20
TESTS ON RUBBERIZED EMULSION
Test Result Specification
Residue by 50.0% 50 minimum
Evaporation
See Material Certification Sheets for Additional Data
Design Tabulation
Specimen #1
12.0 lbs. aggregate per gallon RPME
8.0% Add Water
1.0% Cement
Consistency, mm 13 mm
WTAT Abrasion Loss G/Sq. Ft. 20
Specimen #2
12.0 lbs. aggregate per gallon RPME
10.0% Add Water
1.0% Cement
Consistency, mm 22 mm
WTAT Abrasion Loss G/Sq. Ft. 23
Specimen #3
12.0 lbs. aggregate per gallon RPME
12.0% Add Water
1.0% Cement
Consistency, mm 25 mm
WTAT Abrasion Loss G/Sq. Ft. - 31
Notice
Petrochem Marketing, Inc. has provided a copy of
this Mix Design for information only on the laboratory
performance of the specified materials, and not as
a recommendation for any intended use of the
products described. Please read the attached
disclaimer for further clarification on this matter. If
no disclaimer Is attached, please contact Petrochem
Marketing, Inc. at 1-800-FLEXSEAL.
Lallelle At;irvin
March 16,2001
Petrochem Marketing, Inc.
Project No. 27787-11
Page 4
Specimen #4
14.0 lbs. aggregate per gallon RPME
10.0% Add Water
1.0% Cement
Consistency, mm 13 mm
WTAT Abrasion Loss G/Sq. Ft. 25
Specimen #5
14.0 lbs. aggregate per gallon RPME
12.0% Add Water
1.0% Cement
Consistency, mm 23 mm
WTAT Abrasion Loss G/Sq. Ft. 26
Specimen #6
14.0 lbs. aggregate per gallon RPME
14.0% Add Water
1.0% Cement
Consistency, mm 33 ITIfl
WTAT Abrasion Loss G/Sq. Ft. 32
Specimen #7
16.0 lbs. aggregate per gallon RPME
10.0% Add Water
1.0% Cement
Consistency, mm 13 mm
WTAT Abrasion Loss G/Sq. Ft. 31
Specimen #8
16.0 lbs. aggregate per gallon RPME
12.0% Add Water
1.0% Cement
Consistency, mm 23 mm Notice WTAT Abrasion Loss G/Sq. Ft. 22
Petrochem Marketing. Inc. has provided a copy of
Specimen #9 this Mix Design for information only on the laboratory
performance of the specified materials, and not as 16.0 lbs. aggregate per gallon RPME & recommendation for any intended use of the 14.0% Add Water products described. Please read the attachei
1.0%Cement disclaimer for further clarification on this matter. If
Consistency, mm 33 mm no disclaim.r.s attached, please contact Petrochem
Marketing, Inc. at 1-800-FLEXSEL.
WTAT Abrasion Loss G/Sq. Ft. 18
LaBelle Atarvin
Petrochem Marketing, Inc.
52 ncint A
cMjsJd 'ó8..48
Phone: (i O3I% Fa(:ZOIj6O3-O962
MIX DESIGN DISCLAIMER
PETROCHEM MARKETING, INC. ("PETROCHEM") MAKES NO EXPRESSED OR IMPLIED WARRANTIES CONCERNING THE
ATTACHED MIX DESIGN. ALL EXPRESS AND IMPLIED WARRANTIES INCLUDING, BUT NOT LIMITED TO, THE
WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY ARE HEREBY DISCLAIMED. THE
USER OF THE ATTACHED MIX DESIGN HEREBY ASSUMES ALL LIABILITY FOR ANY USE OF THE ATTACHED MIX
DESIGN AND HEREBY WAIVES AND RELEASES PETROCHEM AND ITS AFFILIATES , LICENSORS, OFFICERS, DIRECTORS,
SHAREHOLDERS, AGENTS, EMPLOYEES, REPRESENTATIVES, SUCCESSORS AND ASSIGNS FROM ANY AND ALL
CLAIMS, DEMANDS, LOSSES, LIABILITIES, DAMAGES, JUDGEMENTS, AWARDS, LIENS AND COSTS (INCLUDING
ATTORNEYS' FEES). PETROCHEM SHALL NOT BE LIABLE FOR ANY DAMAGES, LOSS OF USE, CONSEQUENTIAL
DAMAGES OR EXEMPLARY DAMAGES ARISING OUT OF OR RELATED TO THE ATTACHED MIX DESIGN OR ANY
STATEMENTS, EXPRESSED OR IMPLIED, BY PETROCHEM.
PETROCHEM HAS NOT MADE ANY ANALYSIS OF THE SITE WHERE THE PRODUCT IS TO BE APPLIED. A QUALIFIED
ENGINEER SHOULD BE CONSULTED CONCERNING THE APPROPRIATE MIX DESIGN FOR THE USE OF THE PRODUCT ON
A SPECIFIC SITE. FLEX SEALTM MAY NOT BE APPROPRIATE FOR THE SELECTED SITE OR THE FLEX SEAL PRODUCT
MAY NEED TO BE MODIFIED TO MAKE IT SUITABLE FOR USE AT THE SPECIFIED SITE. NOTHING CONTAINEIYHEREIN
OR IN THE ATTACHED MIX DESIGN SHALL OPERATE AS A RECOMMENDATION BY PETROCHEM.