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3667-15; 2007 PAVEMENT OVERLAY PROJECT; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2008-04-24
7826 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: April 24, 2008 Job No: 38107-148414.30 Client:. CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: 0160 ENGINEER: CARLOS ACERO, CIVIL ENGINEER 4 L2k Lab No.: 4443 Project: Carlsbad 2007 Overlay Location: Carlsbad, Ca Sampled: Date: 04/09/08 By: .TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted:' Date: 04/09/08 By: TESD Source of Material: All Ainerican Asphalt,irvine Plant 2 Location Sampled: Rancho Santa Fe S.B., 1500 ft north of Calle Barcelona ------------------------------------------------------------------------------------------------ SIEVE ANALYSIS ASTM C136 ' Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 89** ' , ' 90-100 3/8" 70 ** ' , 78-92 NO..4 34 .. 28-42 ' 8 . •' :18 , 15-25 16. ''i3 .30- 10 , 5-15 ' 50 .8- 100 '6 200 4.1 . 2-7' Testing Engineers San Diego ' Main: (858) 715.5800 A Bureau Veritas Company 7895 Convoy Court, Suite 18 • Fax: (858) 715.5810 San Diego, CA 92111 • • www.us.bureauveritas.com -- TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST 3 STD ASPHALT CONTENT %; % OF, TOTAL MIX 6.48 J I %BY WT. OF . AGGREGATE 6.93 7.5-8.7 LAB COMPACTED UNIT . 304 & WT., PCF (HVEEM) 144.5 . 308 STABILOMETER VALUE 41 23 MIN 366 THEORETICAL MAXIMUM . DENSITY, PCF (RICE . METHOD) 1538 309 VOIDS, MIX% . 6.05 3-6 367 ** DOES NOT CONFORM TO ARHM.GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF TifF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION • , . .•.• 1' * ......... 4 rn. I 1 - Testing Engineers San Diego A Bureau Veraas Company Main: (858) 715.5800 7895 Convoy Court, Suite 18 Fax: (858) 715.5810 San Diego, CA 92111 • - www.us.bureauveritas.com. LI Ike Ar 1828 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: April 24, 2008 Job No:' 38107-148414.30 . Client: , CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: .0161 ENGINEER: CARLOS ACERO, CIVIL ENGINEER 4k4o Lab No.: 4444 Project: Carlsbad 2007 Overlay Location: Carlsbad, Ca Sampled: Date; 04/09/08 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 04/09/08 By: TESD Source of Material:' All American Asphalt, Irvine Plant . Location Sampled: Cielo Place 'SIEVE ANALYSIS ASTM C136 , U Sieve % Passing. Size Accumulative Specification 3/4" ' 100 100 1/2" 95 90-100 3/8" . 81 , 78-92 NO.4 39 28-42 8 0 020 ' 15-25 16 14 30 11 , ' , 5-15 , 50 8 100 6' 200 4.3 , 2-7 , Testing Engineers San Diego A Bureau Veritas Company ' . Main: (858) 715.5800 7895 Convoy Court, Suite 18 ' Fax: (858) 715.5810 'San Diego, CA 92111 ' ' 0 www.us.bureauveriths.com Report No. 0161 • 7828 WEVEMEW TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.34 %BY WT. OF AGGREGATE 7.92 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 144.9. 308 STABILOMETER VALUE 37 23 MIN. . 366 THEORETICAL MAXIMUM . . DENSITY, PCF (RICE METHOD) • 152.5 . 309 VOIDS, MIX % 4.98 3-6 367 CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego • ..J - A Bureau VeritacCompany Main: (858)715.5800 7895 Convoy Court, Suite 18 Fax: • (858) 715.5810 San Diego, CA 92111 - - - - • - . www.us.bureauveritas.com - - .- PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: January 2, 2008 Job No: 38107-148414.30 ' Client: 'CITY.OF CARLSBAD Address: ;" 1635 Faraday Avenue Carlsbad, CA 92008 .• . ' 0 'Report No: ' 0002 : 'ENGINEER: ,.CARLOS ACERO, CIVIL ENGINEER Lab No.: 392,2 Project: Carlsbad Overlay Locations Carlsbad, CA Sampled:: Date: 12/13/07',', By: TESD: Type of Material: 203-11 ARI-IM-GG-C (1/2") PG 64-16 Submitted: Pate: 12/13/07 - By: TESD Source of Material: , All American Asphalt, Iivine Location Sampled Carlsbad Blvd, Southbound Lane #1 Lane@ Ianikai Lane entrance Sample #46 SIEVE ANALYSIS ASTM C136 " 0 00 •,0 , '' , 0 Sieve % passing 0 , 0 0 0 , 0 , 0, • ' Size Accumulative, Specification 0 ' : ' ' • 0 , ' "' ' :' - ' 0 ' 0 3/4"0A06 100 •" 0, •' , 0 ,, ,., 1/2" • 90 ,. 0 06-7100 •0 •' • ' ' 0 ,,, , ; 0 3/8' 75 * • 78-92 N04 42 2842 8 20 1525 16 12 30 ' 0 11 • 5-15 • • 0 • , , , . 0 , ,.. 0 50 8.' • 0 •' ,, .' 0 • 0; •"" 100 6 200 4.4, 0 , 27 '0 , 0 0 , ';,,• • 0 '0 " 4 - .4 . 4 Report No 0002 ,) . 1' , ;''::. :'', I \ t - . 4. • .4 i_ 4 - $ TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) i 4. • --.' .. ., .-- TEST RESULT SPECIFICATION TEST 4'_•• •.-• - -' STD I . r _______________________________________________________________________ "4 ASPHALT CONTENT% 382 % TOTAL MIX 709 ' - .. . S - S) . ,- ,, .k •ç : - - . ' 4 BY WI OF AGGREGATE, 7.63 7.58.7: .4 '••$ 4 LAB, COMPACTED UNIT - - 304 & : . .. . WT" PCF (HVEEM) 145.4 308 ' ii- ,' STABILOMETER VALUE 38 .. 23 MIN. --i; 366 * . .2.' S -. . 45 • ,- . .. '- THEORETICAL MAXIMUM DENSITY PCF (RICE I- - • METHOD) -.152.9 309T .. VOIDS MIX% 491 36 367 - ztI - - • 4- -DOES NOT CONFORM TO SPECIFICATION - - '- . :/- - DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF.THE ' STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION - S. . . • - - - ' - ..• ,- I.-- .1 • .4 . - . tb - * ''.' -- 'I 5-. '-4 - -. -, .3,. • .- - -.5. - ,.,- 'i'" .4. 4 , I . '4- . - • - .. .•3• - • - . . _5 4,.. 1 '-, -•. .4 .. . 4- . - -, .4. . 4 ' - - 5•" S. . ,1• -' ' *.- --4 . • . ,•. - .5 • , '4 4 - . '.4 1 • I ' . . . . - •. - . . -:. 5--..... •.. 5' * - -. . I •' ' '4. - .• . . .4 , 4 -'S.. - 4 + . 5,. . . . . • , - ,•' -. - -4 ' - - 5' .5 - 4- . •. - • 4 p•• -" - . -.5, . _5 ' I . 4-' .. 1 - , . ,• -. . . ,,-4.*r - • - • £ . 4, 4,.Ø -' 5 •. -.5 -- - - 4 4. .5 • •0 - , - . - - . . -.. -r '4 4 - t 17 - - - • •., . . - - , ' .. ,--•' ..... '.4 '-S - - . . . .5% .•4 5 '• :--' - -- S '•SS - .5' 'S. - 4. 14 . • - -' S • -4' - 4,•.,'•S S - 4 5 44 •_ - - 4, - .- • - '4 - ". -. . -4 -. •. 4 5 : 4) 4- • '( . ( s't' . •'., ' '4 4., '4' . '_•''''1 '' - ' - ., . 4 - . - -• 4 • . 4 . :' ' ,. , '.'.076. 4 Report No 0647 41 ' '•",.', .4 ,•- ,.'4 s", ... - . -.- . * .-..•''4 . :.' - :' ......, - : . . • ' . . * .5- - . S•_'5 - ,-_.'. 4; . •. ,. 4 - 4 & I I Ft 4•'•, • *•.•,•.• . . 4. _2_ ' , I - . " S '.4 ,•• ' . 7 . (_• TEST STANDARDS ARE CALIFORNIA TEST,METHODS (unless otherwise specified) -•-- TEST4 - 4---- 5. .. ,• RESULT SPECIFICATION 4-.. •ii4 TEST' - .. 7 7•• 11 STD CONTENT %1 ,ASPHALT '-. ' .,4 . 382: - I S. .4.4 * % OF TOTAL MIX - 7.14' 4 , • 'I. I .. -%BY4WTOF 4. 4 . 4' . ,. .. AGGREGATE 7 69 ' 7 5-8 7 - s'-. •- - .- -• LAB COMPACTEDUNIT S " 304 &- . . . -•• WT-.,PCF (HVEEM) - !&5- 308 - 1 — - _4._, - ,. -- ' •-,. ,' . -. .4 STABILOMETER VALUE 36 23 MIN. '4- 366 • - !• ,•_• • -_,• THEORETICAL MAXIMUM -- -' S •' - * .7 . S •'5 1 44 5 - - ', 4. DENSITY PCF (RICE " I METHOD) 152 9 / 309 " .7 F. . VOIDS MIX % . • - 6.`80 * 3:-,6 * ,- . - ,• 367 . 7 - S .4 4 • I 4 5_ 7_• At 4- " ,, ..5S. 4 . ' * .• •, '4 , , . ' . .., ' , , *DOES NOT CONFORM TO SPECIFICATION s-.'.' • DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, OF SECTION -i 1.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS coNsTRucTIoN.; 4 I , I • , . -- , . , 4 5 • . ' ' ''- ' 7 7 .7 ...........4 . - , .*'* , 4- . . , '4', 4 .- , . ' . , . •4 , , 5 5 / . 4- . . ••- , . 'S... •, - - .;. , . . 'S 4 S •1 ' '4 - • ' ' ,. . .4, .. S. • . 4 .1'' ,••,.,1 '4 . . S.- , ' . • 4-. 7. - - . , ..- ', -, -'S . , • ,.•. S - . •,,, ,4• .7 .. .- . _5 . 4' , ' .,, 4-. '' -• . , '5. ' 5 - '4 , . •• '. 5- . '. , , S -- 9 - .4 '4'' . . 7 . '4 • - , 5-, •,, "44, . " . .' • . ,_' •--• . 94 ' - - I . ' • '' ' - . . -. • ,,• ' ' . ': • 4- 'I ' • ' S .- •. "4' - . . I' . . . ,. . '" . , -• . 5 • ,, m •.' •- • ..• . . , . . "' - . ) . '' . y.4 41 . I - .' '-- ' 4- ,. . - - V 4 7 •' . 'S ' ' ' -, I. ' 't- ., • - , '.' - - ,'- . 4 ' • . 5 . * .5 •_.5,_ '_5' .4 4- . - . ' .• .' . • :. . . ' - S. ' 4-- • . 4 . . S • - S . 5 '•, 5* •,t -S '4 .'' S ' 1'- '4 4- S - -. •_ , A •• - . '4,4, ,- . , . 42 • , 7 .','- '7 ' *5_• 7', '/ - 4 .' , 4 '' . • 4- .4 - . ' I - ' • . S . 2 4 '' • * '4 ',' I * ,' -• .' - "'4 5 4 - 4' .'.-' 4- '*'I. '2 574' * - . •,,': . , • 4 -: * , -)- 4- 1 4 -' ,. .. '' '. • ''4- '4- ;- ' .4, ,. j ., .4. .4 •." ,. . 7 ...'. - 4 - . - .4 4.. . . ,' -.4. - . 'I 4 1 . 4, ,.' .. . C' - '•' jj - :' . . 4. - .4;.. 4. . ... ,-. . '.• ..-. • -_' 4- C PHYSICAL PROPERTIES OF.ASPHALTIC CONCRETE Date December '28 2007 JobNo 38107 14841430 4' " , Client CITY OF CARLSBAD Address ' 1635 Faraday Avenue Carlsbad CA 92008 4 4. f.., 4 4.- 4 4 4 .; *4 -. 4; . . 7 • ,- 'ReprtNo 0648 '4 .'- ... 7 . 4;, 4 . . . . • , ;, ENGINEER CARLOS ACERO CIVIL ENGINEER :. '." . -'7. .'' 4 ' ''• . F . .4 .7 I 4 ,1 . -Lab No.: '3919 4-% 4 . ,7•• 4 '•-' 5"_ -- , . '- Project Carlsbad Overlay . - .•1 -, 4. ,__,_i. 4 ) Location: Carlsbad, CA Sampled Date 12/12/07 By TESD Type of Material 203-11 ARHIvI GG C (1/2") PG 64716 Submitted: Date: 12/10/07.2 By: " TESD 4' , 4; 6 . ', .• .'" . . Source of Material All America'4n Asphalt, Ii'ine .4 7 . 7 4 - . 5 Location Sampled Carlsbad Blvd Southbound, #1 Lane 1000 Feet North of Storm Drain, Sample #43 4 • . ------------------------------------------7--------------------- - 'SIEVE ANALYSIS4ASTM C136 S. .7 Sieve' '- '%Passrng .• . , , 4 4; . , 4. . 4 - , ..... 7 Size Accumulative Specification p , 4 447 3/4" . 100 '100 1/2" +96 90-100 3/8 78 92 , 4 , 4 ''+. • 7 - . . .4.. NO 4 36 - 28-42.,' 8 4- 17 1525 16 11 S %' 4 , 44' •-4_ ..: , , '.7 ' 4. -4' . . - ' . 4 4-. . .._ S 30'. '- 9'-- ' 5-15 4. 4,' I_5I . •' 7. .4', . -.7. E , 7 . ,' ' 45. .4 , . 4' -. 7 50'. --- 6 .4; ,. 4''' . 4 - -- :- • 5 4 100 4, LPI 200 40 2-7 & - - - - - "4. -'.+ ,4,I ' . '2yt.- --5- __4• , , 7 ,:• ' ....._. .7 '• .4 1 ' - - 4. '4- .4 (4 - 4 ' '• . 4% 4 - . . . , - .4 4 . . 7' ' ,4•4 .4 6 4 4. ,1' ,, - • - - - '4' . - . •l ' •, - . - 4 4- -.4 4 + 4- ,.Z • - ... ..' 4. . __ -4 4 4. +,. . 4, •/,...' s 4 '.'•R'4 •'*4,, '4 1 - Report No 0648 4 I . ''7 . 4 • '.4.. .5. . 4 . . u" ., . .4' '4 5. .1 '1' ':. •. .7 . +4 . .,. .4 •' . '. 4' 4 4 44 '.44 . ., .4- .4 - 4. 1, 4 . '4. 4- . - _4 ...- ,. ... '4', -4'.. " '. .,, 4' .7 4 . - rt, .,+ '4 4 + - . . .- r' • I .. , 5. .4 - .' .. . 4.' •' + . 4 4 4 .4 . -. TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD 5. 4 C ASPHALT CONTENT %'4 382 .. N. %OFTOTALMIX 712 % BY WT OF,.* AGGREGATE 7 67 ° 7 5-8 7 1 LAB COMPACTED UNIT ' - 304 & WI., PCF4(HVEEM) 142.8 . ,', , p.308 . . . . °. STABILOMETER VALUE 37 23 'MIN. 1366 THEORETICAL MAXIMUM '5 DENSITY, PCF (RICE 4, * METHOD) 152 4 309 VOIDS MIX % 6.30 -- 3-6 367 NOT CONFORM TO SPECIFICATION.' DOES NOT CONFORM TO ARI-IM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 4' - '4 , ' .5.4 4" ' ''. .• . .. "•' JL' '5 - ' + 4 4 4 . .7-. . • 4 .4 '4,_7. 4- '-4 . ' '• '41 , 4 +4 ,4t .. '.4 4 5. .4' • +4' 4 ' ' ' .',- 4. • '.4 ..k55 .' 44 AV ; - 4 - 4 4 4 ' 4 .4 - •. ,•4' _4,+ , 4• - 4 . - 4' '4 ,. + 5 (:' 4 . ' , 4 + - . ,, 4 ' + 4 4 '.4 + + 4 '5 .4 ' ' . 4•i, '4, 4. 4.. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE - - .,.. - g • -:. .. ..- F - dj-- - - - '•-F,- - — -4 44 Report No No 0649 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) 74 TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 1 382 1. • .--- -...--. . ••. -•. ..... . - - -. % OF TOTAL MIX' 7.11 % BY WI OF - AGGREGATE 7.65 7.5 8 7 'LAB COMPACTED IThUT . .,. .' '304 & -'• WT PCF (HVEEM) 142 2 308 STABILOMETER VALUE 36 23 MIN' 366 Il• THEORETICAL 'MAXIMUM • - - •. DENSITY, PCF (RICE METHOD) 1 153 4 309 • (4 F. 4.- F- VOIDS MIX % 7 30 * 3-6 367 -.4 44• 4 * ', . - -. '•. •'4- . - . - - r. -i .. i.,. NOT CONFORM TO SPECIFICATION. . -. .. •. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 113 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 4 - .' " - - • ' F -. F 1. - -• -. . - - -. - . F. ,-- -, '4 - £ -- 4 4.- 4 - 4.••. t - .4.- 4 . * .• -4 •, .1 • --4, 4* L 4' 4• 4 9 - .- - • •. 4 - e - -. I F •- - - . •0 • -'.4 4 - .' • - •.'' - . • :- '- '- . 4-4 ' ' F. -- 0 - - - - . .2' . - . ' ' •,: . • I • • .,. . . 0 • ' * 4 -4FF 1' • -F F 4. ' F •. - -4 - -4-4 - ..- . . - - •*, 4.•, - . - • - . ••-4 • - 4 F, -4-', - •0• , - - _ . -. - '•. 4, . •,! . - - -- 4.' ., *4 , - '' - .• -- • * ' - . -. '., ' • ."- 'i '. a; - 4 4 4 - -p -- •* - • 4 • 4. F- -4 J -44 r, - -'---.4 - -- . • • 4 -Ft-Fr4-4 I 4 Report Noi 0628 02 "Nallsaw mill TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION. TEST - STD ASPHALT CONTENT % 382 % TOTAL MIX 7.02 :4 %BYWTOF AGGREGATE 7;55 7 5-8.7 LAB COMPACTED UNIT - l 304 & t WT PCF (HVEEM) 147 6 308 STABILOMETER VALUE 36 23 MIN 366 THEORETICAL MAXIMUM DENSITY PCF (RICE METHOD) .153.7 309 VOIDS, MIX % 3.97 3-6 367 .4 -..' •44 4-. ... 4 *DOES NOT CONFORM TO SPECIFICATION..- ..' DOES NOT CONFORM TO ARHMGG-C,PG64-16 REQUIREMENTS OF SECTION 11;3-OF. THE • STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. ••4 4 • . . 4 . -• - . . . .4 4-'- 4 .. . .4 4. .. - . . . • - . .. ... •' -• . 4 . . 0, 0 • 0• . 4_•_ V It 4 1 - 0• . . •-i...:'. . •.- --4 .' . . •• ......... Testing Engineers San Diego A Bureau Veruas Company Main (858) 715 5800 7895 Convoy Court Suite 18 Fix (858)70.5810-:.. Sin Diego CA 92111 www us bureauveritas corn Report No 0629 . . . ..•, ________ TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless .- ( othrv'ise specified) - TEST. . RESULT SPECIFICATION TEST ,STD ., ASPHALT CONTENT % .. .• . . 382 . % TOTAL MIX 687 % BY WT. OF AGGREGATE- .• 7.38 * 7.5-8.7 . . .. . ; LAB COMPACTED UNIT . 0 304 & .. . . . WT., PCF(HVEEM) 145.4 - . - 308 . . STABILOMETER VALUE 38 .: 23 MrN. •. . . . 366. ;0 0 • . . - .. THEORETICAL MAXIMUM - .. DENSITY, PCF (RICE . . . . .. . METHOD) . .: .- 154.0 . . . . 309 VOIDS, MIX% . • .5.58 ;3 0'• 37 .. . - NOT CONFORM TO SPECIFICATION.. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR.PUBLIC WORKS CONSTRUCTION. 0 • : 0 0 • - 0• •0 ,00 0 0 ',• •0' • 0 ;. 0 • 0• 0 0 O Testing Engineers San Diego 0 0 0 • 0 0 0• • 0 - A Bureau Ver,tas company Main (858) 715.580:0 .7895 Convoy Cotat, iie 18 • 0 ' Fax: (858) 715.5810 0 ' San Diego, CA 92111 . - 0 0 , , : - • www.us.bueauveritas.coni • 0 • • • 0 0 O O •i 0 0 • 0 0 • a - .- .•- '- Report No 0631 co 0 1826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST •- RESULT SPECIFICATION TEST fit STD ASPHALT CONTENT-% 382 % TOTAL MIX 703 % BY WI OF AGGREGATE 756 7.5-8.7 LAB COMPACTED UNIT '•• - 304 & WT.,PCF (1-IVEEM) 147 .5, 308 STABILOMETER VALUE 39 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 1530 309 VOIDS, MIX % .3.50' 3 6 367 NOT CONFORM TO SPECIFICATION. • 'DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE -4 -. STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. • 1 - - - .- •. ..• -. t • Testing Engineers San Diego • • •• • - . A Burenu Veritas Company Man (858) 715 5800 7895 Convoy Court Suit c 18 Fax:(858) 715.5816' San Diego, CA 92111 - - •• - • - • • wvw.us.bureauveriras.corn Rug PHYSICAL PROPERTIES O1ASPHALTIC CONCRETE Date December 10 2007 iobNo 38107714841430 Client CITY OF CARLSBAI) 41 Addiess I63 1arada' Avenue Cdrlsbad CA 2008 9 Report No 0602 ENGINEER CARLOSACLRO CIVIL ENGINEER -' Lab No 388 Project Cai Isbad Ovei lay L p 6 iti on Carlsbad CA S irn itef 1112-7/#7, By TES D. Type of Material 203 H ARHM GG C (1/2') PG 64 16 Subniatccl Date 11/27/07 By TESD Source of Matet i'tl All Arnei ican Asphalt Irvine Location Sampled 3781 ,\danis SampI 30 SIEVEANALYSISASIMCI36 Sieve % Passing Si7c Accumuhtive Specilication 3/4 100 100 1/2' 96 90-100 3/8 754 7892 N04 41 2842 8 19 b25 '. 30 9 515 50 • . • • ' . • • . • • 100 5 . • . . . .. ...'. •.. 200 40 2-7 3 IL'.iillk, Ln6,ncrs San :Ditgo t3 1FF c;Fnp1n L\kln (85S) 715,5 QC) F, C Cmul. suicc 1.8 F. 05. 715 5 in n rikFF L\ 9I . . .w3:t.cLIicuvefJrac3)in.,. •.. • • Report No 0602 0 _________ . . ••.• lEST STANDARDS ARE CALIFORNIA TEST MCT1IODSJuntess otherwise specified) TES1 RESULT . TES7P •.• .:. :,. :. STD AS.PHALTC.O.NTENT%; : .. . ... . 8 ., .. ...... Q4OF T.OTAt,MI:X . 6.72; . . . .. .. . . .., ', ..-..-' .. . %BYW1 OF AGGREGATE LABcMPcTED,uNIT .. . . . . 30&- . ... WF PCF(HVEEM) 1432 308 SIABILOMETER VALUE 34 23 MIN 366 THEORETICAL MAXIMUM DENSnY,PCr(RICE METHOD) 1536 09 VOIDS MIX% 679 36 367 *DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM GG-C PG64 16 REQUIREMENTS or SEC I ION II 3 OF THF STAND'ARD SPECIFICATION FOR PUBLIC WORKS CONS1 RUCTION le-sting-Engineers S-in Diego B,ir in, r, cc C ôncp !n I ii ('5) 7 5 S8ÔO ( i y C nun uii 8 S ii Cc ) Ii I (h58) 15 58 Ui u I *Iuvri corn CO 8,2 PHYSiCAL PROPERTIES OF AspHAL. nCT ONCRETE Date December tO 2007 JobNo 38107 14841430 client CITY OF CARLSBAD Address 1635 Faiaday Avenue GarIsiadC\ 92008 Report No 0603 ENGINEER CARLOS ACERO CIVIL ENGINEER Lab No 3859 Project Carlsbad Overlay Location Carlsbad CA Sampled Date 11/27/07 By TCSD Type of Material 203 II ARIIM GG C (1/2') PG 64-16 Submitted Date 11/27/07: :TESD Source of Matci tat All American Asphalt. livine Location Sampled I-1i,hIand & Pine, Sanipk /3 I --------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Spccification 3/4 100 tOO 1/2 98 90-100 79 92 3/S 78 N04 43* 2842 8 16 1525 16 10 30 7 5-15 50 6 100 5 200 ';3"7'.-'2-7 ILstIi1gEngineers Sin Diego ii Bureau C ltij C 'ii pt,i I 1ii,, (S'i8) 71 SSUI) 7' I fl C. MIII ')UIII IiI i (1t5') 1" '0 -Sarn 1) . ('1A, )2IH ic biiriutc IIt1 i(IIfl '. : UVe Report No 0578 WLII TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherve speciuied TEST RESUL I SPECII ICATION 1 E I STD ASPHALI CON1ENT% .382, . .. %OTOTALMIX 674 4 %BYWT:0E . . . .. . . . . AGGREGATE 723* 7587 LAB cOMPAcTED UNIT 304 & WI cr (1-IVEEM) 142 4 308 STABILOMETER VALUE 33 23 MIN 366 THEORETICAL MAXIMUM DENSITY PCF (RICE METHOD) 154.'7 309 VOIDS MIX% 795* 35 367 *DOES NOT CONFORM FO SPECIFICATION fl 3OI Tt4E .:. .:........... STANDARD SPECIFiCATION FOR PUBLIC WORKSCQNSTRUCTION • - • • . ...• . .•• ... ...., ............ ........ . . .- . •.- ., . ktiii EnbInu-r Saii Di€go \lim (58) 71 5801) 78,95 L tr I I i 8) I ) 8R) . • I)i,.,,i •(\ 9711 • •. •. .•,• . • • .................... . 1:00" .9 2J .63 1stng EJ ifleerTs Stn Diego I 1? it i ti Iqr,t ,. I. 795 Cttnvcty- C:ntirt, Sukc 18. . Y.iiDiei(A92.III . .. . . . - . . •. .. "c . '• .. . ' ••..• . RportN 0588 - - '-. :.-. - . •- ,;,.. .. ...:".')C.-. .'..'. TEST4ST RE ANDARDS A CALIFORNIA TEST MEl HODS (unless otherwlsL specified) I EST RESULT SPEC IIICAT1ON E$ I S1D & ASPHALICON1ENI% ' 382 %OFTOTAL MIX 675 %13YWTOI AGGRIGA IC 7 24 7 5 87 LABCOIPACTEDUNIT 304& WI PCI(HVEEM) ISI I 308 STABILOMEfER VALUE 33 23 MIN 366 IEICOREIAL M\XIMUM DENSITY PCI (RICE MEIHOD 1549 309 VOIDS MIX% 245* 36 167 DOCS NOT CONFORM TO SPECIFICATION / DOESNOT CONFORM TO ARHM GG C PG64 16 REQUIRCMENTS OF SECTION 11 3 OF TI-IC SFANDARD SPECII'ICATION IOR PUBLIC WORKS CONSTRUCTION .--- .............. .-............. z. . . ........................ ........ ... . .. . .................'.. ...... ¼ . ........ -..,. .................... ..- . ......•:•-,. ,' :'•' ' ... ...................................- S - wt Testing Engineers Sin Diego sit ii e (snug , M n r1 liii I ( 5X) 7I S 0 sAll I )nj CA ! 11 1 us huIL ail ¼s.nfa Con) • . . , I . ' . - , , - ' ' .¼ ',T-' 4 • I... ' '.•,'• . . . .. - •. .-'•, . .. , .., ., .i rs t±c4 I -'- - .-c ''-' , - •- - Rd p6 0589 ....• . .• .• .: •. . . ... : TEST, I S IANDARDS ARE CALIFORNIA 1 EST MEl HODS (unless otherwise specified) TES1 RESULI SPCCIIICATION TEST - STD ASPIIAI ICONTENT% 382 %OIO1ALMIX 726 %BYWOF AGGREGATE 7 83 7 8 7 LAB COMPACTED UNI 1 304 & WI, PCF(IIVECM) 1475 308 STABILOMETER VALUE 37 23 MIN 366 THEORC1 ICAL MAXIMUM DENSITY PCI (RICE MEtHOD) 1530 309 VOIDS MI X% 359 3 6 367 "DOES NOT CONFORM TO SPECIFECA1 ION DOES NO I COINFORM TO ARHM CC-C PG64-I 6 RLQUJREMEN IS OF SEC lION 11 3 OF THE STANDARD SPEWICATION FOR PUBLIC WORKS .C.. NSTTRP.CTION Tesiiug Engineers S;tn Diego. r 1,irui (n:1Ioi:) SiiIDkgCA )21:i Tciug Engineers Stn Diego iirriiu ihu . . . . . . . I 1:iii: (5$) ?I.•S(L) . . .• . ' 895 C r,y Ltiiri &ju. I Fix ('} 715 B III Sall Dicgp,C )2 I %% LI htitnitiuiinq unii - J Report No 0590 - -A,. ... ... . ARE CALIIORNIA TEST STANDARDS -. ....., . ..... ..... . - .. •_'•__:_'•__'_••"•__3'__ . 4 i''-''..4. /, 1 ST-M,S (unless oihcR\Isc specifled) lESt RESUL1 SPECIFiCATION JEST STD ... ..........................................................-. - 4 82 ASpHALrCONTENT% %OFTOTALMFX 703 %aywr or ACiGRLG I'E 7 56 7 5 8J. LAB COMPAC1ED UNI9 304 & WT PCr(IlVErM) 144 0 308 Si ABI'LOMET&A ALUE 38 23 MIN 366 I IIEORETICAtMAX1MIiM DENSITY PCI (RICE ME1HOD)e 1534 309 VOIDS M1% 613* 36 367 *DOCS NOT CONFORM TO SPECIFICATiON D QUIRCMENTS OF SECTION Ii 3 orTHE OES NOT CONFORM FO R AHM-GG-C PC'64 16RE Si ANDARO SPECE171CLTI0N FOR PUBLIC ORK WS CONSTRUCTION 4 . . •.- -•-.. - ....... ... - 4 4 TtirigLniucr Sin Dit.go 18,95 co 0 c4tin SuiE III I WS3) 75 5810 I' Sall I 1 C\ P1 w its bun. tu.ritas (0111 . . -, '-V. - - , . 4.. . . . - . . RcpoitNo.O591 0 . .. . - .. .- .- ••-' T. 8!.-m 4b A Rb s AR.E CALIFORNIA TEST METHODS4(unless othelwise specif9ed) IESI RESULT SPECIFICATION TEST . .. . . ...STD ASPHALT CON TENt % . ... . 3S2 %OI 101 AL MIX 678 %BYWTOF AGGREGATE 7 27 * 7 &'7 LAB COMPAC1 ED UNIT 304 & WI PCF(HVLEM) 1455 308 STABII OMETER VALUE 40 23 MIN 366 THEORLI ICAL MAXIMUM DENSITY, PCI (RICE METHOD) 1540 309 VOIDS MIX% 552 36 367 *DOS NOT CONFORM TO SPECII'ICATION DOES NOT CONI ORM TO ARHM-GG-C PG64-16 REQUIREMENTS 01 SECTION II 3 OF THE STANDARD SPECIFICATION ["OR PUBLIC WORKS CONS FRUCTION Tcsting Etigin.cis S.ji Dtgo 7 Con.o Coui I R I i' (858k 71) 58 ri In C A 92 Ill ns 'crir corn - . . .,. . • •..e .. RepoitNo 0577 ___ S. . S 5;•• .•S : TEST'S IANDARDS ARE CAl IIORNIA I EST METHODS (unless otherwise specified) lEST RESULT SPECIHCATION TESI STD ASPHALTCON1LNT% 382 %OITOTALMIX 683 . . S •,• . %BYWTOF . . ......• ..... . . •. .. •• •., . AGGREGATE 733* 787 LABCOMPACIEDUNII 304& WT 'PCI (IlVEEM) 1437 308 S1ABILOMETER VALUE .1o."23 iFN 366 THEORETICAL MAXIMUMS DENS Ii Y PCI (RICE MEIIIQD) 1549 309 VOIDS, MIX,% 7 23 ' 3 6 367 "DOES NOT CONFORM TO SPECIIICA I ION DOES NOT CONFORM TO eRHM GG C PG64 16 REQUIREMENTS OF SECTION 1P3 OF-THC TANDARD SPCcIFIATION FOR PUBLIC WORKS CONSTRUCTION S S... ..•• r un (IS5) 71 S $Of) I Ic.suugl fl6tfl.rc San Dicgo eu, litr ( ipi ')S (nnc,s Lu tin Sulut. I I (8S8 71S )111 1) I CA )2 It . S S S S .....S • •• S .......iVV%lli.I)Ll IkLII LLI.c.,cln. •.• .5 5 5. S S S .4 • .. S 5S . S S ....S .5 . S •5 5 S tS 5 55 5 5 SI • PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 3, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: 0569 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 3826 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/19/07 By: TESD Type of Material: 203-11 AR}{M-GG-C (1/2") PG 64-16 Submitted: Date: 11/19/07 By: TESD Source of Material: All American Asphalt, Irvine Location Sampled: College Blvd Northbound Lane East Side, Front of Driving Range, Sample #23 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 89* 90-100 3/8" 77 * 78-92 NO.4 40 28-42 8 15 15-25 16 9 30 7 5-15 50 5 100 4 200 3.2 2-7 Reprt No 0570 82 ' - ... . ... . '. :. .- ... -P. TES I STANDARDS ARE CA11FORNIA TEST METHODS (tinlcss othrwsLpecItied) - IES1 ItESULT SlECil'ICATION TCST STD ISPHALT CON1 ENT % 382 %OFTOIALMIX 688 AGGREGATE 739* 7587 LACOMPAC1CD UNIT WT PCF(HVECM) 1438 - 308 STABILOME1 ER VALUE 36 23 MIN 366 4 THEOREJICALMAXIMUM ' I DENSITY PCI(RICE METHOD) 1545 309 VOIDS MIX % 693 * 3 6 367 *DO CS NOT 'NO CONFOR14 TOSPLCIFICATION E.CR'M..EO. :. STANDARD SPECIFICAT ION ['OR PUBLIC WORKS CONSTRUCTION -. . . .. ......•.. --: . . . .. . . •0 0' •'• ......... .-.- .---., ........ ,-0 ., ................................................... . '. .... . t..- r testing Engines S-rn !)tcgo A Itf? Ui 1- riws ' I/i "i M iiit (85S)715 -h00 Is ................0 . : .--- - .' .- ,,. i:- . .... Sul I)i,o CA 92111 ii, hurciiirir corn .,. .• :.' .'. Report No 0571 1IIMA IF TES r Si ANDARDS ARE CALIFORNIA TES I METI IODS çuntess otherise specified) TEST RESUL1 SPECIL ICAflON TEST ST:DI..... . . . ASP171 ALt CONTENT % 382 %OFTO1AL MIX 745 % BY Wi or AGGRF'EATE 805 787 LAB COMPACTED UNI I 304 & WT., PCF(HVEEM) 1435 308 STABILOME'TER VALUE 37 23 MIN 366 IIJEORE1 ICAL MAXIMUM LIENSITY,, I.CF ICE , . . •. . . .. . . . .. .. . •.••,. ... ;S. •,. . .5,.. METhOD) 1550 309 VOIDS MIX *1)0 ES NO I CONFORM 10 SPECIFICATION DOES NOT CONFORM TO ARHM-GG C PG64-I6 REQUIREMENTS OF SECTION H 3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION Test ingEnginccr.s San Diego • S A lJ,rrzu i'riu,s (n1pin'1, - ' . iii,i (08) 7I.5.ilIfl c:''n (.nrt. Siii I . . . • I'ii;' (c) .I 5.5*I 1 • Si i.)iegr CA 92I I I ' . . . 5 r~f nwlzio~" rme, - miu Imm, Report No O53 TES1 STANDARDS ARC CALIFORNIA TES1 MC Ii IODS (unless otherwsc specied) TEST RESULT SPECIFICAtION TEST STD ASPIIALFCON1ENI% 382 %OITOTAL MIX 702 %BYWTOI AGGREGATE 7 55 7 8 7 LAB COMPACTCDUNII 304& W I PCI (EIVEEM) 142 7 308 Si ABILOME1 ER VALUE 37 23 Ml 366 ThEORETICAL MAXIMUM D.ENSlTY:P.eF(R10E. ... .• . .- . ••. ••. METHOD) 154 4 309 VOIDS Ml.X% 758" 36 367 f. ...................................................................................... *DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM CC-C PG64 16 REQUIREMENTS OF SECTION 11 3 or THE STANDARD SPECIFICAl ION FOR PUBLIC WORKS CONSTRUCTION ..... ... Fcring Engineer Stri Dit4,o Liu 7I 580u 7) C ciii Cut,r LJIF I i (&) 715 58111 'm Ii C\ )..III us lLIrc,uvLrIta CuIl .. Report No 0574 UJ82se' TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OFTOTAL MIX 671 %BYWT OF AGGREGATE 719* 7587 LAB COMPACTED UNIT 304 & WI PCF (HVEEM) 1435 308 STABILOMETER VALUE . 23 MI. THEORETICAL MAXIMUM DENSITY"PCF (RICE • METHOD) 154.4 . • 309 VOIDS, MIX % 7.06 * 3-6 .. 367 • •. *DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-I6 REQUIREMENTS OF-SECTION 113 OF THE . STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. . Testing Enginçers San Diego. .. • •• •.. /1 Bureau Vernas esnptiy . . ,. Main: (858) 7 15.5800 • • 7895 Convoy Coiiir, Suic S • . . • Fax: (958) 715.5810 0 I)! ego, (-'A 92 1 11 www u btirciuv.rtr i corn 'BUREAU I LE R4 T A S PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 3, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: 0575 ENGINEER: CARLOS ACERO, CIVIL ENGINEER tJ 71q Lab No.: 3823 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/16/07 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 11/16/07 By: TESD Source of Material: All American Asphalt, Irvine Location Sampled: Poinsettia Lane & Lower Lane, Eastbound Lane, #3 Lane, Sample 020 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2 96 90-100 3/8" 81 78-92 NO.4 39 28-42 8 16 15-25 16 Il 30 8 5-15 50 6 100 5 200 4.0 2-7 Testing Engineers San Diego A Bureau Veruas Company 789 Convoy Coll "r, So Ice 18 San Diego, CA 2111 Main: (858) 7155800 Fax: (858)715.5810 www.i is.bureauveri tas.coln ,1 Report No. 0575 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.92 % BY WI. OF AGGREGATE 7.43 * 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 141.7 308 STABILOMETER VALUE 33 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 155.5 309 VOIDS, MIX % 8.87 * 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64L16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego A Bureau 1'erhas company M,iiii: (858) 715.5800 7895 Convoy Court, Suite 18 Fax: (858) 715.5810 San Diego CA 92 111 www.us.burcauveritas.com 1826 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date December .;3 2007 Job No .38107-1,418414.30 . Client: CITY OF CARLSBAD Address: 1635 'Faraday Avenue Carlsbàd,CA 92008-':. . Report NO: 0576 . . '. . ENGINEER: CARLOS ACERO, CIVIL ENGINEER .. , .. Lab No: 3824 .. . . .' . •' Project: •" Carlsbad Overlay ;. Location Carlsbad CA Sampled:. Date:' I I/;I6/07 By: .TESD . . . "Type of Material: 263-1'IARHM-GG-C (l/") PG. 64z'1:6 ' , •. Submitted Date 11/16/07 By TESD Source of Material All American Asphalt Irvine Location Sampled Poinsettia Lane ,& Paseo Del Norte Westbound Lane #2 Lane, Sample #21 •,'• ' "i. . . V . ' SIEVEANALYSIS AST1 C136,. Sieve %Passing Size ,. .. Accumultive. Specification' 3/4 100 100 1/2',. 91 ' ' 90-100 : . ' ,• ' " ' • ' 75 * , '78-92 NO.4 38 ' , ' 28-42 8 •' 15 . ' 15-25 • ' ' '. • • • '•.. 16 9 30 7 , 5-I5 ' •' . .. ' ' 506 . 100 5 , .:'" •' ' ' 200 3.4 .2-7 . ' •'.•• ., " . Testing Engineers San Diego .. •, • : . , ' . ' A /3ure,w Veritas Company . ., 'i" ' . Main: (858) 7155800," 7895 Convoy Court, Suite 18 • ' Fax: (858)715.581()' San Diego, CA 92111 ... . . ' www,us,hureauveritas,eo,,i LV ' ••' ' ' . • . . ' '.".. •• '•"V ' . . " •' ,' •• ' ' Report No. 0576 BUREAU TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD AeZPI-IAI .T CONTF.NT 0/A 382 % OF, OTAL MIX 6.67 % BY WI. OF AGGREGATE 7.15 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT.,PCF(HVEEM) 141.8 308 STABILOMETER VALUE 36 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 155.5 309 VOIDS, MIX % 8.81 * 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C P664-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego A Bureau l''r,t,,s (.innpany 7,495 Convoy Court, Suite 18 San Diego, CA 921 Main: (858) 715.5800 Fax: (858) 715.5810 www.us.burcaiiveriras.com Report No 0553 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 699 %BYWT. OF AGGREGATE 752 7.547 LAB COMPACTED UNIT 304 & WT PCF (HVEEM) 144.5 308 STABILOMETER VALUE 38 23 MIN 366 THEORETICAL MAXIMUM bENSITY, PCF (RICE METHOD) 154.2 309 VOIDS MIX % .6 .29 * 3-6 367 D0ES NOT CONFORM, TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 113 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION IV 1828 4 NOV 2 6 2007 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 20, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008. Report No: 0541 ENGINEER: CARLOS ACERO, CIVIL ENGINEER ' If/eô/cr Lab No.: 3769 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/13/07 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 11/13/07 By: 'TESD Source of Material: All American Asphalt, Irvine Location Sampled: Nightshade & Towee Lane Westbound Lane, Sample #11 --------------------------------------------------------------------------------------------------------------- SIEVEANALYSISASTMCI36 Sieve % Passing Size Accumulative Specification 3/41 100 100 1/2" 91 90-100 3/8" 71 * 78-92 - -- - . NO.4 40 28-42 8 20 15-25 16. 14 30 10 5-15 50 8 100 6 200 4.2 2-7 Testing Engineers San Diego, Inc. .1 Bu,,a,, ,-iia (.;iip''iv i'vlaill: ()) I -IO() 7895 Coivø' ( nirt 8 ,a: (358) 15-5810 Sai,l)k-go. (A 9!1 1 1 4782,8 Report No. 0541 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.89 % BY WI. OF AGGREGATE. 7.40 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 145.3 308 STABILOMETER VALUE 39 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 154.1 309 VOIDS, MIX % 5.71 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT- CONFORM TO ARHM-GG-C PG64-I6 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego, Inc. .1 i?u;ii,Verifas (.oh//piup I i. i800 05 (c,I,vov (.iIrt, Snttc 18 (858I 7l5.8 II) Diego, CA 921 SV\\S.LJ.I)U ..... B.0 R EA U V ER I TAS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 20, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA92008 Report No: 0542 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 3770 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/13/07 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date 11/13/07 By: TESD Source of Material: All American Asphalt, Irvine Location Sampled: Encinas & Macadamia Northbound Lane, East Side, Sample #12 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 93 90-100 3/8" 76* . 78-92 NO.4 40 28-42 8 19 15-25 16 12 30 9 5-15 50 7 100 5 200 4.1 2-7 Testing Engineers San Diego, Inc. A i?i,,eiiu (.ol/ipiny vlaii: (858) 715-S800 7895 (onvov (:o,rl .S uIe I Fax: (I8) 71 i-5II{I Sau, (:\ 921 11 (:ts.(uIIl cn Report No. 0542 2S TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT • SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.67 % BY WT. OF AGGREGATE 7.15 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 143.1 308 STABILOMETER VALUE 40 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 155.1 309 VOIDS, MIX % 7.74 * 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego, Inc. A Biiiiii Viitas (Annpi;iy Maui: XSS) 71 759S Cunvnv ( ottrt. Suite IX lax: (8)S) 7 S-SI$ III Sit t)ito. CA 921 1 1 ivwu. u lttiie:t Liven B U RE A U V ER I T A S PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 20, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: 0543 ENGINEER: CARLOS ACERO, CIVIL ENGINEER tko Lab No.: 3771 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/13/07 By: TESD Type of.Material: 203-I1 ARHM-GG-C(I/2") PG 64-16 Submitted: Date: 11/13/07 By: TESD Source of Material: All American Asphalt, Irvine Location Sampled: Encinas & Raintre Northbound Lane, West Side, Sample #13 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 92 90-100 3/8" 74 * 78-92 NO.4 37 28-42 8 17 15-25 16 II 30 8 5-15 50 6 100 5 200 3.7 2-7 Testing Engineers San Diego, Inc. /,J'lli, (.11Fnpanv \liii: 8$8) 71 $')S Coovoy (tIi, Sic 18 (c$) 715-5810 Sall F)icgo, C .\ 921 1 1 Report No. 0543 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 6.72 %BY WI. OF AGGREGATE 7.20 * 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 143.0 308 STABILOMETER VALUE 38 23 MEN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 155.2 309 VOIDS, MIX % 7.86 * 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego, Inc. 1 Bureau (?m/fn) • Lu,n: ($S) 71 5-WO 799 (ol,voy (,nhrt. StIIft 18 .ix: 7 1 5-iS San Diego. CA 9211 1 www.,t.hiii cat] eruas.cg,III • _ V. AM .:... ,0 • Opy PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: Novmbr 14, 200.7 . . . . . . . . .Job No: .3811..07-14-84,14.39 . . . . . . Client: CITY OFCARLSBAD . . . . . . . Address: .1635 Fadii' Avenue. . . . . . . . . . . Cat Isbad, CA 92008 ReporNb: 0533 . . . 5.5, ENGINEER: CARLbS ACERO. CI'VIL.ENGINEER . Lab No.: -3746 . . . Project: Carlsbad overlay . .. . LocatiOn: Carlsbad, CA . . . Sanipl'ecl: . Date: 1.1109/07 By: TESt. . .• . '.. . .... 0 lypeofMrIdl 203 II AR1IM OG C (1/2 ) PG 64 16 Submitted DatL _l4i8.) B) TCSD ut Soce of All Arnric cin Asphalt Ervine Location Sampled 961 Seascape Drive Southbound Lane Sample #9 SIE'/E ANALSI'S5'ASTM C:I'36; • • • '• . • . . . . ....• . Sieve %'P.assing. ' . . • . Size. 'Accumulative' Spec ilication . , . S ' . • 1,60 l0 , ,.. . , .•. . • . . 1/2' '94 .9'0 10.0 •.'. . 0 •• S ' ' • . :. 3/8' 80 7892 N04 47* 2842 '8 26'* 1'525 . . . . 0 • . • - 16 17' 30 13 5-13 • . • 5 5 50 9 . . 00 '7 • . • . . • 200 5.0 27 Testing Egincers S.i Dieu()• . ... • : .. • • •o Miii: ').7i 5S8i) • ' , .''!'"' N I F.u. (fl58)-71 5ii II) '',i)j 'i5 _. ('A91I . • ( . . . 0 , mn 5 .r auv \ Report No 0533 ]i!S.T.STANDAR.DS ARE CALIFORNIA 'FESTMET. HOI)S (iII thtie.. . . . . TEST RESULT SPECIIICA I ION TES I ASPHALT CONTENT % 382 %OFTOTALMIX 69 %BYWI OF AGGREGATE 74 787 LAB COMPAC1 ED UNIT '364,..' WI PCI(IIVEEM) 148 I 308 STAB.ILOMETER.,VALUE:, .43 THEORETICAL MAXIMUM DENSITY. P.C:(IUCE . . . . . . . ' . . .. ' . ...' .. METHOD)' VOIDS MIX % 4.2-7, 3 6 36T7 .*[)'OS NOT CONFOAM'TO SPECIIiCAtIQN..., . . DOES NOT CONFORM TO ARHM CC-C PC64 16 REQUIREMENTS 01 SLC [ION 11'.3- or THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONS FRUCTION Testing- Engiiiccrs San Diego . (858) 715.3S00 \th Cp'wy / 7'I 58 j') , H J, C ii S I s .i I)u. CA 921 ' . - . . - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 14, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: 0533 ENGINEER: CARLOSACERO, CIVIL ENGINEER Lab No.: 3746 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/09/07 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 11/069/07 By: TESD Source of Material: All American Asphalt, Irvine Location Sampled: 961 Seascape Drive Southbound Lane, Sample #9 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Pasing Size Accumulative Specification 3/4" 100 100 -• 1/2' 94 90-100 3/8" 80 78-92 NO.4 47* 28-42 8. 26* 15-25 16 17 30 13 5-15 50 9 100 7 200 5.0 2-7 Testing Engineers San Diego A Bureau Veritas Company 7895 Convoy Court Suite IS San Diego, CA 9211 1 M:i,i: (858) 715.5800 Fax: (858) 715.5810 www. US. 1)0 ftauvrl Uncool v Report No. 0533 2B TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 6.9 %BY WT. OF AGGREGATE 7.4 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF(HVEEM) 148.1 308 STABILOMETER VALUE 43 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 154.7 309 VOIDS, MIX % 4.27 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego A Bureau Veritas Company Main: (858) 715.5800 7895 Convoy Court, Suite 18 hL'e (858) 715.58 10 San I)icgo, Ci5 92 1 11 www.0 s.burcauveritas.coni BUREAU VE R ITAS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: Job No: Client: Address: Report No: ENGINEER: November 14, 2007 38107-148414.30 CITY OF CARLSBAD 1635 Faraday Avenue Carlsbad, CA 92008 JL- 0534 CARLOS ACERO, CIVIL ENGINEER Lab No.: 3747 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/09/07 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 11/069/07 By: TESD of Material: All American Asphalt, Irvine Location Sampled: Carnation & Ginger northbound lane, Sample #10 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 91 90-100 3/8" 74 * 78-92 NO. 4 39 28-42 8 19 15-25 16 12 30 9 5-15 50 7 100 5 200 4.4 2-7 Testing Engineers San Diego Main:' (858) 715.5800 A Bureau Veritas Company 7$ Fax. (858) 7 I 5.58 0 ')5 Convoy Court. Sunc S www Lis. bit rc,,tvcri Las. cotit San Diego, CA 92111 Report No. 0534 18426 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.0 % BY WT. OF AGGREGATE 7.5 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 144.5 308 STABILOMETER VALUE 40 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 153.7 309 VOIDS, MIX % 5.99 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PC64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Testing Engineers San Diego A 8ur M.wi (958) 'I5 5100 mi Veruas 7895 Convoy Coon Fax: (858) 715.5810 , Inc I OWiV.IIS. )LIrc:IIIVcni Las.COin Sin l.)icgn. CA 92 I I PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 12, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635. FaradayAvenue Carlsbad, CA 92008 ReportNó: 0526 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 3741 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled: Date: 11/08/07 By: TESD 'Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 11/08/07 By: TESD Source-of Material: All American Asphalt, Irvine Location Sampled: Paseo del Norte Northbound Lane East Side 6200 Block near Camino Estrada, Sample #6 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 94 90-100 3/8" 80 78-92 NO. 4 46 * 28-42 8 23 15-25 16 15 30 II 5-15 50 8 ' 100 6 200 4.9 2-7 / Report No. 0528 -A TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.0 %BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 145.2 308 STABILOMETER VALUE 37 23 Mfl"L 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 153.9 309 VOIDS, MIX % 5.65 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Report No. 0504 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 146.8 308 STABILOMETER VALUE 36 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 150.7 309 VOIDS, MIX % 2.59 *. 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. Report No. 0505 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX . 7.1 % BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 149.8 308 STABILOMETER VALUE 16* 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 150.8 309 VOIDS, MIX % 0.66 * 3-6 367 *DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GC-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 22, 2007 Job No: 38107-148414.30 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad, CA 92008 Report No: 0493 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 3652 Project: Carlsbad Overlay Location: Carlsbad, CA Sampled:, Date: 10/18/07 By: TESD Type of Material: 203-11 ARI-IM-GG-C (1/2") PG 64-16 Submitted: Date: 10/18/07 By: TESD Source of Material: All American Asphalt, Irvine Location Sampled: 810 Camino Azul, Sample #1 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 84 78-92 NO. 4 53 * 28-42 8 31 * 15-25 16 21 30 17* 5-15 50 12 100 8 200 6.1 2-7 Report No. 0493 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT .,SPECIFICATION TEST STD. ASPHALT CONTENT % 382 %OFTOTALMIX 7.0 %BY WT. OF AGGREGATE -: 7.5-8.7 LAB COMPACTED UNIT 304.& VT., PCF (HVEEM) 149.5 308 STABILOMETER VALUE 23 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 1509 VOIDS, MIX % 0.941., 3 367 *DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-6G-C PG64-16 REQUIREMENTS OF SECTION 113 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION - Report No. 0494 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.0 % BY WT. OF AGGREGATE 7.5 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 148.5 308 STABILOMETER VALUE 41 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 151.0 309 VOIDS, MIX % 1.7 * 3-6 367 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TOARHM-GG-C PG64-16 REQUIREMENTS OF SECTION 11.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION.