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Home My WebLink About3455; COASTAL RAIL TRAIL; NUCLEAR FIELD DENSITY TEST SHEET; 2005-10-26 TEU.S.L RCiVEI SEP - 12005 ENCt:g 'i.. NT PI-LYSICAL PROP.ERTI 0S OF ASPHALTIC CONCRETE Date: August 12,2005 Job No: SD90822 Client: CITY OF CARLSBAD Address: 5950 El Cam mo Real Carlsbad. CA 92008 Report No: 8107 ENGINEER: CARLOS ACERC), CIVIL ENGINEER Lab No.: 15381 Project: Carlsbad-Coastal Rail Trail - Geo T&I Location: Carlsbad, CA Sampled: Date: 8/1105 By: TESD type of Material: GREENBOOK SECTION 203-6 CLASS C2 Submitted: Date: 8/I/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: OAK AVE BETWEEN TAMARACK AVE & OAK AVE ----------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/211 96 95-I00 3/8' 79 75-90 NO. 4 49 * 50-67 8 33 * 35-50 16 24 30 18 15-30 50 12 100 9 200 6.5 4-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 8107 8#2 TEST STANDARDS ARE ASTM (unless otherwise specffied TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 % OF TOTAL MIX 5.3 % BY WT. OF AGGREGATE 5.5 4.8-6.5 LAB COMPACTED UNIT WT.. 151.0 D1561 & PCF (HVEEM) D2726 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO GREENI300K SECTION 203-6 CLASS C2 REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite IS I San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 12. 2005 Job No: SD90822 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 8106 cL-. 3t(0105- ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 15368 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, C\ Sampled: Date: 8/I/05 By: TESD Type of Material: GREENBOOK SECTION 203-6 CLASS C2 Submitted: Date: 8/I/OS By: TESD Source of Material: HANSON. SAN MARCOS Location Sampled: BETWEEN TAMARACK AVE & OAK AVE --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4 100 100 1/2 97 95-100 3/8' 85 75-90 NO. 4 53 50-67 8 36 35-50 16 26 30 20 15-30 50 15 100 II 200 8.3 * 47 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite IS * San Diego. California 92111 • (858) 715-5800 ' Fax: (858) 7 15-58 10 Offices Nationwide Report No. 8106 FEST STANDARDS ARE ASTM (unless otherwise soecifled TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 % OF TOTAL MIX 5.6 % BY WT. OF AGGREGATE 5.9 4.8-6.5 LAB COMPACTED UNIT WT.. 151.6 D1561 & PCF (1-IVEEM) D2726 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO GREENBOOK SECTION 203-6 CLASS C2 REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Cd) DC 0>00 0 -u 3 CD CD CD (CD iS- ZCn(fli2ii C— o 3 CD (DC C-, rD 5. )P z C" (5 — 0 CD 0( 0. z m33 0. DC o CD Lo — CD CD CD 00 cc 3 - is 0 CD Masonry Block Conformance 0 Core Compression Test (-5 1 CD Masonry Core Shear Test D Drying Shrinkage 1-Iveem Unit Weight. U) - 0 Hveem Stability and Unit Weight Marshall Unit Weight Marshall Stability and Unit Weight Moisture Vapor Susceptibility U) . Bitumen Content Only (Extraction) D) Bitumen Content W/ Gradation, C) 0 $well Test C.) Bulk Unit Weight, AC Core CD CD Max. Theor. Unit WI. (Rice Sp.Gr.) Shotcrete Panel Core Compression Other Other CD IC 11 -. Other CD . Other 0 CD Other ES 5 a 5 S CD 3 '5 = Z 0 S ASPHALT CONCRETE TESTING Job No.!Q 9 Q Client: Project Name: o?,TL RAIL TlLPL Client Project orW.O. No.: Date Sampled: B-2.- oS Sampled by: . V. Date Submitted: 2. O Tvoe of Material: I Source of Material: ik' Location Sampled: j ) Lab No. 4 Hveem Stability (CTM 366 or D1560) Stabilometer Reading, psi Load. lbf (osi) 1 #1 1 #2 I #3 I 2000 (160) I 1 I I 3000 (240) 4000 (320) 5000 (400) 6000 (460) Turns displacement Specimen Height, in. Stabil. Corr. For HI. Specification Average Stability Hveem Unit Weight (CTM 308 or D2726)________ j #1 #2 #3 WLinair,g Wt. in air (SSD), g WI. submerged, g Water Temp. Bulk SpGr. Bulk Unit Wt,pcf Ricç Specific Gravity & Unit Wt. Bowl & AC, g Bowl, g Asph. Conc., g Bowl, AC & H20, g Bowl & H20, g Displacement Specific Gravity Max. Theor. Unit WI., pcf Specification Air Voids c'Jw,ASTER FORMS'4Asphalt concrete Testing rls)Sheet 1 Asphalt Content (D2172) Wt. total mix, g WI. extracted, g WI. of asphalt, g Specification % by Total Mix % by WI. of Agg. Sieve Analysis (C136) Sieve Size Cum. WI. % Retain. %Pass Specification 11/2" 3/4,, 1/2" 3/8" 0 19.1 _85 #4 3(41,5 _53 ___ #8 #16 _____ #30 I4'L. ' .3 O #50 1343.B 650 ' ______ #100 J(O , I SCLO #200 j44 , 1 Total I I I w W 0 1 Asphalt Content (CTM 382 or D6307) Specification % by Wt. of Agg. Elapsed Time: 41:00 Sample tt:e19ht 1679 Weiaht Loss: 101.0c_ Percent Lose: 6 021* Temp Comp: 0.18% Calib. Factor: 0,31% Bitumer. Ratio: 5.91% I.. Cal brat ad Asphalt Ct : 5.53% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limitt) to maximum, requirements of the State of. California Standard Specifications. Asphalt Binder Content Deternination Data (ASTM 06307) TESD Lab No Project No Location of Sample \tACL. Furnace Make & Model Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type MethodB (Internal weighing) Furnace Temp. Set Point 538°C Technician Name . . . Date of Test Aggregate I HMAC Type of Asphalt Cement Type of AC Mix & Design Asphalt Binder Content ,&4m Yt. 3G-1 ,O = (1), mass of sample baskets & catch pan (2) initial mass of oven dry sample, sample baskets & catch pan , = Mb, mass of oven dry HMA prior to ignition (2 - 1) 425 ( = (3) final mass of sample, sample baskets & catch pan BO t = Ma I mass of aggregate remaining after ignition (3 - 1) Q. '= CE, correction factor S AC, corrected measured percent asphalt binder content by total mix 5 = AC, corrected measured percent asphalt binder content by dry weight of aggregate Ma ___ ACim r_'Mb x 1OO1-CF . AC w ACtm_L Mb S S Hveem Stability (CTM 366 or D1 560) StabilometerReading, psi Load, lbf (psi) #1 #2 #3 2000 (160) 3000 (240) 4000 (320) 5000 (400) 6000 (480) Turns displacement SpecimenHeight,in. Stabil. Con. For HI. Specification Average Stability Hveem Unit Weight(CTM308orD2726) #1 #2 1 #3 WI.in_ air, g IJ3.2. Wt. in air (SSD), q IQi4. Wt. submerged, g '_L1 WaterTemp. ButkSpGr. Bulk Unit WLjcf 151.0 Average ASPHALT CONCRETE TESTING <g (C) 7 Job No. .j1 'Pj2'L Client: Project Name: CrJçsJrpL_. RcL T''- Client Project or W.O. No.: Date Sampled: la -"- y5" Sampled by: C. Date Submitted: Type of of Material: Q— 4r,o C )\ Source of Material: fFPU& MAiLucs Location Sampled: A*) Lab No. AsphaltContent (02172) _-- Wt. total mix, g Wt. extracted, g Wt.of asphalt, g jI Specification4 %byTotalMix -_ %byWt.of Agg. ----. - SieveAnalysis(C136) Sieve Size Cum. WI. %Retain. _%Pass Specification 1 1/2 3/4" fo 1/2" 318" a~g.3 2O #4 #8 to2.8 #16 1 2o JQ #30 #50 /3830 #100 /i/4, #200 //97.I Total (5fl Asphalt Content (CTM3&2or06307) Specification I %by Total Mix %by Wt. ofAgg. Ric?SpecificGravity & Unit Wt. Bowl& AC,g Bowl,g Asph.Conc.,g Bowl,AC&H20,g Bowl&H20,g Displacement Specific Gravity Max.Theor. Unit WI.,pcf Specification 10/_ Air Voids WVA.STER FOiMS\[Asphait conc,eie Testing xislSheet 1 ----------------------- Ei-nQsed litite: 38: CC S ie l'/efsht 16739 Loss: 95.69 Per;ert Lcss: 5.71% I 'Vie,aht Temp Comp: 018% Calib. Fac'r: 0.31% Bitumen R&io 5.57% Asp',• to Type Ill - requirements of the Standard Specifications for Public Works ConstUctiofl. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. Asphalt Binder Content Déterination Data (ASTM D6307) . . TESD Lab No. I SB Project No. 9 b Location of Sample 1LOQJ 1AC— L CL AL Furnace Make & Model ThermolyneNCAT,Model#F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name . . Date of Test Aggregate I HMAC Source Type of Asphalt Cement .:Type of AC Mix & Design Asphalt Binder Content %000 _c E 1t). mass of sample baskets & catch pan . . . initial mass of oven dry sample, sample baskets & catch pan 1(t13_0 = M, mass of oven dry HMA prior to ignition (2- 1) final mass of sample, sample baskets & catch pan . _ = Ma, mass of aggregate remaining after ignition (3 - 1) = CF, correction factor . . AC, corrected measured percent asphalt binder content by total mix 5_SLI ACd , corrected measured percent asphalt binder content by dry weight of aggregate -. . . ACim 1001 -CF - AC wa - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE SSSIONAt Date. August 9, 2005 Job No: SD90822 if 0 ui Client: CITY OF CARLSBAD Address: 5950 El Cam mo Real Carlsbad, CA 92008 o Report No: 8088 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 15316 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA Sampled: Date: 7/25/05 By: TESD Type of Material: 3/4 AR4000 203-6 CLASS B Submitted: Date: 7/25/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: STA 46+50 OUTSIDE STRIP, TRUCK 8373, LOAD ill --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification I" 100 100 3/4" 99 87-100 1/2 85 70-87 70 55-76 NO. 4 54 * 35-52 8 41* 22-40 16 30 30 23 8-24 50 17 5-IS 100 12 200 8.8 * 0-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 8088 STE- USL;• U.S. LABS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST SID ASPHALT CONTENT % 382 %OFTOTAL MIX 4.8 %BY WT. OF AGGREGATE 5.0 4.5-5.8 LAB COMPACTED UNIT 304 & WT.. PCF (1-IVEEM) 152.2 . 308 STABILOMETER VALUE 52 35 MIN. 366 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO 3/4' AR4000 203-6 CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 San Diego, California 92111 • (858) 715-5800 • Fax: (85$) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 9, 2005 Job No: Client: SD90822 CITY OF CARLSBAD ssIo.' Address: 5950 El Camino Real Carlsbad. CA 92008 \ \ C, C16703A Report No: ENGINEER: 8089 \o CARLOS ACERO. CIVIL ENGINEER Oki ROE VG re OF UkN_ Lab No.: 15317 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA Sampled: Date: 7/25/05 By: TESD Type of Material: TYPE III-C2-AR4000 Submitted: Date: 7/25/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: STA 46+50 OUTS I DE. STRIP, TRUCK 01, LOAD #1 -------------------------------------------- SIEVE ANALYSIS AS TM C136 Sieve % Passinr Size Acc urn nIative Specification I" 100 100 3/4" 100 87-100 /2" 92 70-87 3/8" 81 55-76 NO. 4 51 35-52 8 33 22-40 16 25 30 19 8-24 50 15 5-18 100 12 200 9.4 * ---------------------------------------------------------------------------- 0-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 San Die o. California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 8089 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST . RESULT SPECIFICATION TESI STD ASPHALT CONTENT % 382 % OF TOTAL MIX 5.2 % BY WT. OF AGGREGATE 5.5 4.5-5.8 LAB COMPACTED UNIT 304 & WT.. PCF (HVEEM) 151.8 308 STABILOMETER VALUE 31 * 35 MIN. 366 * DOES NOT CONFORM 10 SPECIFICATION. DOES NOT CONFORM TO 3/4' AR4000 203-6 CLASS B REQUIREMENTS OF TI-IE STANI)ARI) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 San Diego California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide CDL , r 0 = CD 0 z 0 Softening Point, Rooting Asphalt CD Roof Tile Breaking Strength a Flattening Test Bend Test Rockwell Hardness Test High Str. Bolt Conformance (Full) H.S. Bolt Conform. (Hardness Only (I) Tensile Test, Reinforcing Steel Tensile Test, Structural Steel Tensile Test, Welded Reinf. Steel Tensile & Slippage, Spliced Rebar cn Tensile Test, Prestressed Strand Other CD Other Other Other 5) 0>0 3 CD'CD ('&iW 8 zowcngg 'S 3 0 ,P CD p Z - 0 jJc ° -- 0 ul 'S LA \. r. - Cn Cr fl Masonry Block Conformance Core Compression Test Masonry Core Shear Test Drying Shrinkage Hveem Unit Weight Hveem Stability and Unit Weight Marshall Unit Weight 1' Marshall Stability and Unit Weight Moisture Vapor Susceptibility UI Bitumen Content Only (Extraction) Bitumen Content WI Gradation Swell Test Bulk Unit Weight, AC Core N Max. Theor. Unit WI. (Rice SpGr.) Shotcrete Panel Core Compression Other CIL Other - - - Other - Other Other • I I; TESTING ENGINEERS PROJECT5j -_44- /4c,,- --ci..çiJOB NO 6 '2. 2 SAMPLED BY. _47L DATE 2-5--c'S SUBMITTED BY 05 / DATE SA41PLE LOCATION: O4- 4/ 574 4 -S DEPTH 4c ::;41,1/1;- SOURCE REQUIRED TESTS: /j/%4 LirK/y"r 72Mc5" J:7-i9-YV7/MJ fl14-?9/fr77j )FOR: DAYS j [LAB NO: 1034 07104 RYDEN BUSINESS FORMS 760-740-0901 FAX 760-740-0905 TESTING ENGINEERS SAN DIEGO JOB NO. 9 Z Z. SAMPLED BY: OS - - DATE: 2.. S • S SUBMI1TED BY: /25' DATE: 2 / p:1 - it~S'72Jfl SAMPLE LOCATION: )' DEPTH: - SOURCE: S' TYPE: REQUIRED TESTS: r I I. I ASPHALT CONCRETE TESTING Job No.SD 9cQ,2.,,2. Client Project Name: Y4,L D_.(scsf\e çsu. LAtL.. Client Project orW.O. No.: Date Sampled: 2.-C Sampled by: 3 .S,L... DateSmitted: ?'2'S'0S Type ofMaterial: " fri..4ccjO SourceofMaterial: '.:t3 Mtu Location Sampled:'S.TA 5('f Lab No. 4 1153? Hveem Stability (CTM 366 or 01560) Stabilometer Reading, PSI Load, lbf (psi) #1 I #2 I #3 2000 (160) 3000 (240) 00 4000 (320) 5000(400) 52.. 6000(480) Turns displacement pecimenHeight,in. tabil. Córr. For Ht. verage Stability Hveem Unit Weight (CTM 308 or 02726) #1 #2 #3 Wt. in_air,g. Wt. in air (SSD),g Wt. submerged, g '!I} WaterTemp. 3 BulkSpGr. MqQ e Bulk Unit Wtpcf 151.8 RicSpecificGravity & Unit Wt. Bowl& AC,g Bowl,g Asph.Conc.,g Bowl, AC&H20,g Bowl &H20,g Displacement Specific Gravity Max.Theor. Unit WI.,pcf Specification LAir Voids I W \MASTEP. FORMS\iAsphali concrete Testing xIslSheet Asphalt Content (02172) Wt. total mix, g Wt. extracted, g WI._of asphalt, g Specification %byTotalMix %byWt.ofAgg. SieveAnalysis(C136) Sieve Size Cum. Wt. % Retain. % Pass Specification 11/2" 1/2" Q 'L _____ 3/8" WS.I V.O #4 #8 (0 13 #16 #30 I~ C4 19 #50 . #100 14134 #200 t•(I I q0 -G Total 1WB_ t A ___ Asphalt Content (CTM382orD6307) %by TotalMix - %by Wt.of Agg. I --------------------------- Elepsed Time: 43:C Sample We i ght 1702; i/!o,ght Loss 96.8; Percent Loss: 5.69% Temp Comp: 0,18% Celib. Factor: 0.31% Bit 11-en Rat 0: br e ed Aspic t Ct 5.20% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. Aspha't Binder Content Dete nnaUon Data (ASIM D6307) . TESD Lab No. ProiectNo. L) C'9?_. Location of Sample iPNotso cYcD€.. fc . Furnace Make & Model Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name Date of Test Aggregate I HMAC Source jkNAJ Type of Asphalt Cement Type of AC Mix & Design Asphalt Binder Content S = (1), mass of sample baskets & catch pan L[ ?9 = (2) initial mass of oven dry sample, sample baskets & catch pan I?02 3= M, mass of oven dry HMA prior to ignition (2- 1) (3) final mass of sample, sample baskets & catch pan I (O = Ma, mass of aggregate remaining after ignition (3 - 1) (, '\ OF, correction factor . 5 ACtm, corrected measured percent asphalt binder content by total mix 55 AC jWa, corrected measured percent asphalt binder content by dry weight of aggregate - ACim - AC Ma X 1001 - CF ACdwa = 100- tm Mb J Actm ASPHALT CONCRETE TESTING Job No. L) 1OBL. Client: — Project Name: — CcTL ALTcLc\Lt.._. Client Project or W.O. No.: Date Sampled: Sampled by: D L.. Date Submitted: Type of Material: /4 tO , Source of Material: FI j.3 Location Sampled: '.tc)c: cL Lab No. ' ) Hveem Stability (CTM 366 or D1560) Staoilometer Reading DSI Load, lbf (psi) #1 #2 #3 2000 (160) 3000 (240) 4000 (320) 5000(400) 25 6000 (480) 30 Turnsdisplacement Stability 52... SpecimenHeight,in. Stabil. Corr. For HI. 52.... Average Stability Hveem Unit Weight(CTM308 or D2726)________ #1 #2 #3 Wt. in air, g 12.08.0 Wt. in air (SSD),g Wt.submerged,g WaterTemp. PSO Q_ BulkSpGr. 4q G 11 5MV Average BulkUnitWt.pcf Rice Specific Gravity & Unit Wt. Bowl&AC,g Bowl,g Asph.Conc.,g Bowl,AC&H20,g Bowl&H20,g Displacement SpecificGravity Max.Theor. Unit WI.,pcI Specification 10/_ Air Voids '/i.\MASTER FORMS\lAspl.ait concrete Tesiingxisl5heet AsphaltContent(D2172) Wt. total mix, g Wt.extracted,g Wt.of asphalt, g Specification %by TotalMix %byWt.of Agg. SieveAnalysis(C136) Sieve Size Cum. Wt. % Retain. %Pass Specification 11/2 1" 3/4" 1/2' 3/8" 2)0,0 'O o2.o L.O 9 #8 9.0 11 #16 #30 l!OLZ. T.O #50 92.8 #100 #200 Total AsphaltContent(CTM 382 or D6307) Specification %by Total Mix %by Wt. ofAgg. r Smpe 'AS i 9. Wight Loss: 36.59 Percent Loss: Temp Comp: h Factor: 0.29% en R at' ;o 5.00% O:ratedst Ct 4.72% Specification to Type Ill . requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. Asphalt Binder Content Deterination Data (ASTM D6307) IR TESD Lab No. ProjectNo. Location of Sample 3TPc % * O coc 5TQ4 Furnace Make & Model Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name Date of Test Aggregate I HMAC Source Type of Asphalt Cement -Type of AC Mix & Design Asphalt Binder Content - - (1), mass of sample baskets & catch pan • (2) initial mass of oven dry sample, sample baskets & catch pan A0 LOS (I M.0, mass of oven dry HMA prior to ignition (2 - 1) 5C4 = (3) final mass of sample, sample baskets & catch pan ( (, = Ma mass of aggregate remaining after ignition (3 - 1) = CE, correction factor • • :111 ACtm, corrected measured percent asphalt binder content by total mix 5 corrected measured percent asphalt binder content by dry weight of aggregate 'ACtm =r_Mb - Ma X 1001 - CF ACäwa tm L Mb J 100 ACtm 7 7 5 o > o I5T -o DC 3 2. - u -4p3, CD CD I3 IVfl' a o a3 pD) ,CD ;i CD a - Jh' 7 —I) CD CI CD a --- - .0 c -, - 1 CD CD - - - - - - Masonry Block Conformance Core Compression Test Masonry Core Shear Test rN - Drying Shrinkage Hveem Unit Weight. Hveem Stability and Unit Weight Marshall Unit Weight Marshall Stability and Unit Weight CL Moisture Vapor Susceptibility . - - - - -- Bitumen Content Only (Extraction) Di Bitumen Content WI Gradation. C) 0 - - - Swell Test - - Bulk Unit Weight, AC Core CD CD Max. Theor. Unit Wt. (Rice Sp.Gr.) Shotcrete Panel Core Compression Other Other Other CV Other Other r cC) 0 z 9 Softening Point, Roofing Asphalt CD Roof Tile Breaking Strength a Flattening Test Bend Test Rockwell Hardness Test High Str. Bolt Conformance (Full) rL H. S. Bolt Conform. (Hardness Only CA Tensile Test. Reinforcing Steel Tensile Test, Structural Steel Tensile Test, Welded Reint. Steel Tensile & Slippage, Spliced Rebar Tensile Test, Prestressed Strand su Other Other Other Other (M L r Cl) I— m I- 0 z z a Cl) C) z M z -I Cl) I M M —. Hveem Stability (CTM 366 or D1560) Stabilometer Load. lbf (gsi) #1 I #27#31 - 2000 (160) 3000 (240) 4000 (320) 5000 (400) 6000 (480) Turns displacement SpecimenHeight,in. Stabil. Corr. For Hf. Specification Average Stability Hveem Unit Weight(CTM308 or D2726)________ #1 #2 #3 Wt.inair,g Wt. in air (SSD),g Wt.submerged,g Water Temp. BulkSpGr. Bulk Unit Wt,cf Ric,Specific Gravity & Unit Wt. Bowl & AC, g I Asph.Conc.,g Bowl, AC&H20,g Bowl & H20, g Displacement SpecificGravity Max.Theor.UnitWt.,pcf ASPHALT CONCRETE TESTING Job No. D O22- Client: Project Name: Client Project or W.O. No.: Date Sampled: 8— -os' Sampled by: Date Submitted: Type of Material: /Lj ' trt\)c Source of Material: ')J 1'ItLLQ_ Location Sampled: T i 4Q -t 5 0 Lab No. I 2jC 1 _______________________________________________ Specification 1%_ Air Voids W.\MASTEP, FORMS'4Asphalt concrete Test:ng.tSlSheet Asphalt Content (D2172) Wt.totalmix,g Wt.extracted,g Wt. -of asphalt, g Specification %byTotalMix %byWt.of Agg. SieveAnalysis(C136) % Retain. % Pass Specification Sieve SizeNCUM. 11/2" 1" 3/4" 112" 3/8' #4 50 ____ #8 I2903 (o3. 2% _____ #16 T-t.O -_____ #30 a1.1 _______ #50 1,40 - (4 91.3 13 #100 I2.S2.I g li-S #200 11ftO 994 AsphaltContent(CTM382orD6307) %by Total Mix S1 2- % by Wt. of Agg. ,5 Elapsed Time: 49:00 Sample Weight: 2142g Weight Loss: 119.Bg Percent Loss: 5.59% Temp Comp: 0.14% Cal i b. Factor: 0.29% Bitumen Rat 10: 5,49% Oat braed Aspha1 '2tr 5.16% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits( to maximum, requirements of the State of California Standard Specifications. Asphalt Bndér Content Determinaton Data (ASTM D6307) TESD Lab No. .... ProjectNo. D Location of Sample Tc Lj Furnace Make & Model Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name . . . Date of Test . . . Aggregate I HMAC Source 3SOI Type of Asphalt Cement Type of AC Mix & Design Asphalt Binder Content (1), mass of sample baskets & catch pan . . = (2) initial mass of oven dry sample, sample baskets & catch pan M, mass of oven dry HMA prior to ignition (2 - 1) . 3 = (3) final mass of sample, sample baskets & catch pan = Ma mass of aggregate remaining afterignition (3 1) CF, correction factor . . . . . = AC,, corrected measured percent asphalt binder content by total mix = ACda, corrected measured percent asphalt binder content by dry weight of aggregate 1Mb Ma 1 ACtm ACim L Mb x lOOJ -CF dwa 100- ACtm . L Hveem Stability (CTM 366 or D1560) Stabilomeler Reading, psi Load, lbf (psi) #1 #2 1 #3 2000 (160) 3000 (240) 4000 (320) 5000 (400) 6000 (480) - Turns displacement Specimen Height, in. Stabil. Con. For Ht. Average Stability Specification Hveem Unit Weight (CTM 308 or D2726) #1 #2 #3 wt. in air, g _____ WI. in air (SSD), g Wt. submerged, g IM. 0 Water Temp. 3510 C_. Bulk SpGr. Average Bulk Unit Wtcf I50. Ric Specific Gravity & Unit Wt. Bowl & AC, g Bowl, g Asph. Conc., g Bowl, AC & H20, g Bowl & H20, g Displacement Specific Gravity ____________ Max. Theor. Unit WI., pcf ASPHALT CONCRETE TESTING Job No. 'D Client: Project Name: RPtL. T1LAtL.. Client Project or W.O. No.: Date Sampled: -. - o Sampled by: Date Submitted: Tvoe of Material: Q_.tfrç -IL )VIAX Source of Material: " Location Sampled: Lab No. k 1 Specification Air Voids I W:\MASTER FORMS\tAsphait concrete Testing.xisjSheet Asphalt Content (D2172) WI. total mix, g WI. extracted, g Wt. of asphalt, g Specification % by Total Mix % by Wt. of Agg. Sieve Analysis (C136) Sieve Size Cum. WI. % Retain. % Pass Specification 11/2" 3/4', 1/2" 3/8" h/?IAll , 3 #4 910, 2- #8 /a2?.3 #16 /951— ____ #30 //V.8 cO #50 /74'SO #100 /831.3 90..I #200 Total T 1:. Asphalt Content (CTM 382 or D6307) Specification 00, % by Wt. ofAgg. Elapsed Time: 49:00 Sample Weight 21419 Weight Loss: 122.09 Percent Loss: 5.70% ) Temp Comp: 0.14% Calib. Factor: 0.29% 8tumen Ratio: 5.61% Calibrated Asphalt Ctnt 5.27% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. Asphalt Binder Content •Deteriination Data (ASTM D6307) TESD Lab No. 4t \5 .. Project No. R 062.2 Location of Sample .J. Furnace Make & Model Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing)' Furnace Temp. Set Point 538°C Technician Name Date of Test . . ' .. . . Aggregate I HMAC Source ' ' Type of Asphalt Cement Type of AC Mix & Design Asphalt Binder Content ,&(t 4000 /W' V\ c HE (D mass of sample baskets & catch pan 5ic4 = (2) initial mass of oven dry sample, sample baskets & catch pan \.C)= Mb, mass of oven dry HMA prior to ignition (2 - 1) . . . . . 5(St4 Q = (3) final mass of sample, sample baskets & catch pan . ,a020 q Ma', mass of aggregate remaining after ignition (3 - 1) O 9i '= CF, correction factor 5 = ACm, corrected measured percent asphalt binder content by total mix 5 = ACd , corrected measured percent asphalt binder content by dry weight of aggregate ['Mb Ma 1 ACtm AC, =1 xlOO i-CF ACdwa m L .Mb . ' ' 100A'Cm ' . ' PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 9, 2005 Job No: SD90822 Client: CITY OFcARLSBAD SIO Address: 5950 El Camino Real 10E Carlsbad. CA 92008 1, \ p. Report No: 8090 Ex9O/4 ): ENGINEER: CARLOS ACERO, CIVI\EN:IVNEER * Lab No.: 15329 Project: Carlsbad-Coastal Rail Trail - Geo T&I Location: Carlsbad, CA Sampled: Date: 7/26/05 By: TESD Type of Material: 3/4" AR4000 203-6 CLASS B Submitted: Date: 7/26/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: EMERGENCY CROSSING, STA 30+20 ----------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification I" 100 100 3/4" 99 87-100 1/2" 86 70-87 3/8" 76 55-76 NO. 4 55 * 35-52 8 40 22-40 16 29 30 21 8-24 50 14 5-18 100 9 200 6.4 0-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite IS • San Diego. California 92111 • (85$) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 8090 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise spec) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OFTOTALMIX 5.3 % BY WT. OF AGGREGATE 5.6 4.5-5.8 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 152.0 .. 308 STABILOMETER VALUE 34 * 35 MIN. 366 "DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO 3/4' AR4000 203-6 CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy CourL, Suite IS • San Diego. California 92111 • (85$) 715-5800 • Fax: (858) 715-5810 Offices Nationwide CD CD 0 0 Softening Point, Rooting Asphalt CID Roof Tile Breaking Strength I Fiattening Test 0 Bend Test Rockwell Hardness Test — -- High SIr. Bolt Conformance (Futi) H.S. Boll Conform. (Hardness Only C,) Tensile Test. Reinforcing Steel C) Tensile Test, Structural Steel Tensile Test, Welded Reirt. Steel cD Tensile & Slippage, Spliced Reber Tensile Test, Prestressed Strand Other CD Other + Other F Other MW CD 3 - CD CO Z CD5CD CD 0) (0 lCD ii o B CD CD CD co3 C CD CD Z ° Z 3 p — ft (I * . CY z p - CDCQ CL 0- r C CD Masonry Block Conformance 1 j Core Compression Test j -' Masonry Core Shear Test CD Drying Shrinkage Hveem Unit Weight U) Hveem Stability and Unit Weight ,73 Marshall Unit Weight ri IT Marshall Stability and Unit Weight ('• Moisture Vapor Susceptibility Bitumen Content Only (Extraction) Bitumen Content W/ Gradation ç 0 Swell Test Bulk Unit Weight, AC Core CD —. Max. Theor, Unit WI (Rice Sp.Gr.) 7. Shoicrete Panel Core Compression Other Other > CD Other Other 0 0 Other CD 0 0 0 it Hveem_ Stability (CTM 366 or D1560) Stabilometer_Reading, psi Load, lbf (psi) #1 #2 #3 2000 (160) 3000 (240) 4000 (320) 5000 (400) Q 6000 (480) I Turns displacement 3 D9 Stability Specimen Height, in. Stabil. Con. Eon HI. 3q 1 Average Stability Specification Hveem Unit Weight (CTM 308 or D2726)________ #1 #2 #3 Wt. in -air, g Wt. in air (SSD), g WI. submerged, g Water Temp. Bulk SpGr. .443 Bulk Unit Wt,pcf Average ASPHALT CONCRETE TESTING C 0 Job No. . Client: I Project Narne:0LkL4A-k) -COcJP& RPLT(?J\* Client Project orW.O. No.: Date,Sampled: T 1J,-o Sampled by: Date Submitted: 72 -' Type ofMatenial:2/M" A4Oo SourceofMaterial: EPJ (\fLQS Location Sampled:aMEn T\so +ao Lab No. 32 Asphalt Content (02172) WI. total mix, g WI. extracted, g Wt.-of asphalt, g Specification % by Total Mix %byWt. of Agg. Sieve Analysis (C136) Sieve Size Cum. WI. % Retain. % Pass Specification 11/2" 3/4" tO 1 1/2" 3/8" #4 O(,B LILL(c #8 3,o 5C #16 #30 953 IL #100 Z q ac #200 lclot'co q3,6 Asphalt Content (CTM 382 or D6307) Specification %byTotalMix . %by Wt. ofAgg. . Ricç.Specific Gravity & Unit Wt. Bowl & AC, g Bowl, g Asph. Conc., g Bowl, AC & H20, g Bowl & 1-120, g Displacement Specific Gravity Max. Theor. Unit WI., pcf Specification 1% Air Voids I VJ'J'AASTER FORMS\lAsphalt Concrete Testing.xtslsheeti Elapsed •flme: 47:00 Sample Wel 9 h 21529 Weight Loss: 123.29 Percent Loss: 5,72% Temp COCP: 0.14% CeHb. Factor: 0.29% Bit umen Ratio: 5.64% Calibrated Ashait Ctrt 5 . 30% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. 'TE-•USL .u:sYLABS 1I-IYS1CAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 1 2, 2005 Job No: SD90822 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 8104 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 15366 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA Sampled: Date: 8/I/05 By: TESD Type of Material: 3/4 AR4000 203-6 CLASS B Submitted: Date: 8/I/OS By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: TAMARACK AVE S'IA 40+50 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passin° Size Accumulative Specification I" 100 1 00 3/4' 99 87-100 1/2 91 70-87 3/8' 76 55-76 NO. 4 55 35-52 8 39 22-40 16 28 30 20 8-24 50 14 5-18 100 9 200 6.4 0-7 Testing Engineers - U.S. Laboratories 795 Convoy Court. Suite IS * San Diego, California 9211 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 8104 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless other•vise specified) TEST : RESULT SPECIFICATION TEST STD ASPHALT CONTENT % . 382 %OFTOTALMIX 5.3 % BY WT. OF AGGREGATE 5.6 4.5-5.8 LAB COMPACTED UNIT 304 & WT.. PC (HVEEM) 150.6 30$ CONFORMS TO 3/4" AR4000 203-6 CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 12, 2005 lob No: SD90822 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 8105 CX-- Rfirtw;- ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1 5367 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA Sampled: Date: 8/I/05 By: TESD Type of Material: 3/4" AR4000 203-6 CLASS B Submitted: Date: 8/I/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: TAMARACK AVE STA 40+50 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS AS]'M C136 Sieve % Passing Size Accumulative Specification 100 100 3/4" 98 87-100 1/2 86 70-87 3/8" 68 55-76 NO. 4 50 35-52 8 36 22-40 6 26: 30 19 8-24 50 13 5-18 100 9 200 5.6 0-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 8105 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 5.2 % BY WT. OF AGGREGATE 5.5 4.5-5.8 LAB COMPACTED UNIT 304 & WT.. PCF(HVEEM) 151.6 30$ CONFORMS TO 3/4" AR4000 203-6 CLASS B REQUIREMENTS OF THE sTANI:)AIU) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite IS • San Diego, California 9I II • (858) 71.5-5800 • Fax: (858) 715-5810 Offices Nationwide - cCr co V I- 0 0• Al (M L -. • N.) 00 N-) - c Softening Point, Roofing Asphalt CD Root Tile Breaking Strength 2. Flattening Test Bend Test Rockwell Hardness Test ca High Str. Bolt Conformance (Full) H. S. Bolt Conform. (Hardness Only Tensile Test, Reinforcing Steel U) Tensile Test, Structural Steel Tensile Test. Welded Reinf. Steel Tensile & Slippage, Spliced Rebar Tensile Test, Prestressed Strand Other Other Other Other Masonry Block Conformance Core Compression Test Masonry Core Shear Test Drying Shrinkage Hveem Unit Weight. Hveem Stability and Unit Weight Marshall Unit Weight Marshall Stability and Unit Weight Moisture Vapor Susceptibility Bitumen Content Only (Extraction) Bitumen Content WI Gradation, Swell Test Bulk Unit Weight, AC Core Max. Theor. Unit Wt. (Rice Sp.Gr.) Shotcrete Panel Core Compression Other Other Other Other Other C) 0 - CD> 0 D eL It 0 C,0. CD I ASPHALT CONCRETE TESTING Job No. ZD •. client: Project Name: GA.STL RA.IL. TUL. client Project or W.O. No.: Date Sampled: 9 — I — Sampled by: Date Submitted: 2 oS Type of Material: oOo 3/ti" frç( Source of Material. S+,S I14LCo Location Sampled: P)L Lab No. k* I Hveem Stability (CTM 366 or 01560) PEW Stabilometer Reading, psi Load, lbf (psi) #1 #2 I #3 2000 (160) 3000(240) 4000(320) 5000 (400) 6000 (480) Turns displacement menHeight,in Corr. For Ht. geStability Hveem Unit Weight (CTM308 or 02726) #1 #2 #3 Wt. inair,g Wt. in air (SSD),g Wt.submerged,g Water Temp. BulkSpGr. l.Lj..Q Average Bulk Unit Wt,pcf 150. I RicSpecific Gravity & Unit Wt. I Bowl & AC,g Bowl,g Asph.Conc.,g Bowl, AC&1120,g Bowl & H20, g ISpecific Gravity Max. The r. Unit Wt., pcf Specification Air Voids I W\MASTER FORMS\lAspheit Concrete iesting.xisjSheeii Asphalt Content (02172) Wt. total mix, g Wt. extracted, g WI._of asphalt, g Specification %by Total Mix %byWt.of Agg. SieveAnalysis(C136) Sieve Size Cum. Wt. % Retain. % Pass Specification 1 1/2 3/4" (.0 1/2" i94. q4 91 3/8" 5 _ 3 7ç #4 1lO2.. '•iSO #8 #16 /95S'.Z- .O #30 161V4 79.1 #50 /79S'.O 86515 #100 /83.3 909 #200 Total AsphaltContent (CTM382or06307) ___________________ _____________________ Specification %byTotalMix. %by Wt. ofAgg. Elapsed Time: 49:00 Sample Weight: 21419 Weight Loss: 122.09 Percent Loss: 5.70% Temp Comp: 0.14% Cal lb. Factor: 0.29% Bitumen Ratio 5.61% Calibrated Asphalt Ctnt 5.27% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. Hveem Stability (CTM 366 or D1560) I StabilometerReading, psi Load, Ibi (psi) #1 #2 #3 2000 (160) 3000(240) 4000(320) 5000 (400) 6000 (480) Turns displacement ienHeight,in. Corr. For Nt. le Stability Hveem Unit Weight(CTM308 or D2726)________ #1 #2 #3 Wt.inair,g Wt. in air (SSD),g WI.submerged,g Water Temp. BulkSpGr.. 19OS19 j Average BulkUnitWt,cf 5I- Ricç.SpeciflcGravity & Unit Wt. Bowl & AC,g Bowl,g Asph.Conc.,g Bowl,AC&H20,g Bowl&H20,g Displacement SpecificGravity Max.Theor. Unit WI.,pcf ASPHALT CONCRET.E TESTING Job No. S Q,22- . Client Project Name: cQci L TLA Client Projector W.O. No.: Date Sampled: 8—i - Sampled by: Date Submitted: ICD5 Type of Material: no-'X M4). Source of Material: Location Sampled: ç - (O ' 5 0 Lab No. 1 5 Specification Air Voids W.\MASTER EORMS\[Asphait concrete Testing.xlsjSbeet 1 AsphaltContent(D2172) Wt. total mix, g Wt.extracted,g Wt.of asphalt, g Specification %by TotalMix %by Wt. of Agg. SieveAnalysis(C136) Sieve Size Cum. Wt. % Retain. % Pass Specification 11/2" 1/2" 3/8" 9(0)2) #4 t #8 I29013 (,3 'f 3L #16 l'9.( 4.0 #30 #50 #100 #200 lcIftO 911 ___ Total oom Asphalt Content(CTM382orD6307) Specification %by Total Mix I %by Wt. ofAgg. Elapsed Time: 49:00 Sample Weight: 21429 V/eight Loss: 119.89 Percent Loss: 5.59% Temp Comp: 0.14% Clib. Factor: 0.29% Bitumen Ratio: 5.49% - Calibrated Asphat Otnt 5. 16% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. HP LaserJet 3100 SEND CONFIRMATION REPORT for Printer/Fax/Copier/Scanner TESD 8587155810 Aug-15-05 9:41AM Job Start Time Usage Phone Number or ID '. Type Pages Mode Status 686 8/15 9:39AM 1 1 31" 7604384178 Send .............. .9/ 9 EC144 Completed........................................ Total 1 1 31" Pages Sent: 9 Rages Printed: 0 Ph ••__j__j____,9l/J Tel GARY GOODMAN. Froeu iinEngineers-San1I1T 6C9C9.8u9u 18.62n Dss CA 92111 859.755958 uOAI97.0358 F-11-1 John GeltIdt EA 48 AtS - Pe,c (760)438-4178 P09858 - NINE P1900.1 net.— August 15. 2005 19.1 ASPRALTIC TEST RESULTS PRO No S090822 0 Up.nt 0 For Rvtew 0 Plo.so Cusm,g. 0 Pleas. Reply 0 Plea.. Recgcl. 5( * U - Asphalt Binder Content Determnation Data (ASTM D6307) TESD Lab No Project No Location of Sample 10 * O Furnace Make & Model ThermolyneNCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name S * Date of Test Aggregate I HMAC Source Type of Asphalt Cement Type of AC Mix & Design Asphalt Binder Content N kX \V . ,0L,50 (1), mass of sample baskets & catch pan -. 0, 3 = (2) initial mass of oven dry sample, sample baskets & catch pan . . = M, mass of oven dry HMA prior to ignition (2-1) " 3 = (3) final mass of sample, sample baskets & catch pan . a0_1014 5 = Ma, mass of aggregate remaining after ignition (3-1) . 0. CF, correction factor S AC 1, corrected measured percent asphalt binder content by total mix, • .. ACdwa corrected measured percent asphalt binder content by dry weight of aggregate ACtm _MbMa X10 -CF AC=_ACtm Uwa - 0 L Mb J 100AC , S e LI TESD Lab No. 5 3D Project No. 0 62.2 , . . . Location of Sample Furnace Make & Model Thermolyfle NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type . Method B (Internal weighing) . . Furnace Temp. Set Point 538°C Technician Name . . . . . . . . . . . . . . Date of Test .. . ... .. .. . . ,. Aggregate / HMAC Source Type of Asphalt Cement Type of AC Mix & Design Asphalt Binder Content 1&a.. tloco 31w1't4l PkO E0 . . . . = (1), mass of sample baskets & catch pan' . . . . . .. . . = (2) initial mass of oven dry sample, sample baskets & catch pan tL\ M, mass of oven dry HMA prior-to ignition (2 1) . . . (3) final mass of sample sample baskets & catch pan olol = M, mass of aggregate remaining after ignition (3 - 1) . . CE, correction factor . . .. . . . . = AC,, corrected measured percent asphalt binder content by total mix 5 = AC corrected measured percent asphalt binder content by dry weight of aggregate ACtm Mb Ma x 1001 CF ACdwa AC L Mb J ., I 100ACtm - 4 . * p 4 Asphalt Binder Content Determination Data (ASTM D6307) TESD Lab No 4 3 2P Project No 3D 90 S2 Location of Sample Ciss, ç 3o - 20 Furnace Make & Model Thermplyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) •Furnace Temp. Set Point 5380C Technician Name Date of Test Aggregate I HMAC Source _A,i Type of Asphalt Cement _ .Type of AC Mix & Design Asphalt Binder Content = (1), mass of sample baskets & catch pn .: 0 5 ( = (2) initial mass of oven dry sample, sample baskets & catch pan 0 . =M, mass of oven dry HMA priorto ignition (2- 1) 0 0 501 5 = (3) final mass of sample, sample baskets & catch pan : 0 mass of aggregate remaining after ignition (3 - 1) • • 0 0 = CF, correction factor • • 0 0 0 • • 0 0 5 = AC, corrected measured percent asphalt binder content by total mix • • 0 3 ( = AC jw corrected measured percent asphalt binder content by dry weight of aggregate J Mb - Ma - 1 •• -. AC 0 • ACm T Mb X lOOj - CF • äwa - 100- ACtm • 0 g I SAMPLED BY: DATE: S I SUBMITTED BY: A5(... DATE ---~4b SAMPLE LOCATIO N : i 4 ) C 4 i ' - -, ;- k) 4-2 DEPTH:________ SOURCE: -T 119Ji.1J ..54J 3'cS. TYPE: 1- REQUIRED TESTS:H V ' i l ' 1- I HOLD FOR: DAYS I IL-AB NO: I - FORM 1034 07104 RYDEN BUSINESS FORMS 7 6 0 - 7 4 0 - 0 9 0 1 F A X 7 6 0 - 7 4 0 - 0 9 0 5 -4 I- City of Carlsbad - November 2, 2005 5950 El Camino Real Contract No. 90822 Carlsbad, CA 92008 Attention: Mr. Gary Goodman Subject: Laboratory Test Report No. 6 Project: Coastal Rail Trail Tamarack Ave, La Costa Ave & Carlsbad Blvd. (1.-L.-..1 uisuiu, '.aiiiuriiit - Dear Mr. Goodman: - Submitted herewith are the results of laboratory testing performed on an on-site material sample proposed for use as fill at the above referenced project site. The sample location and its respective classification are presented below: Sample No. No. Date Sampled Location Description - 10 10/18/05 On-site: Stockpile by Trailer off Brown Silty Sand Chestnut Ave -- Maximum density and optimum moisture values determined in accordance with the ASTM D- 1557-91 laboratory test standard for subsequent compaction monitoring purposes were as follows: A. Sam le Max Dry Optimum No Classification -. Density Moisture (pcf) % 10 SM 133.5 7.5 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide An evaluation of the grain-size distribution of selected soil sample(s) was performed in general accordance with the latest version of ASTM D422. These test results were utilized in evaluating the soil classifications in accordance with the Unified Soil Classification System. The results are presented below: Sample No. 10 Sieve Size Percent Finer 1 in. - %in. - 1/2 in. - 3/8 in. 100 #4 98 #10 80 #20 51 #40 33 #60 24 #100 18 #200 14.1 It should be noted that test results contained herein are for geotechnical purposes and do not reflect compliance with United States Environmental Protection Agency and State of California regulations regarding environmental concerns. Testing and subsequent approval of any import source applies only to the sample provided. It is the contractor's responsibility to import materials that are consistent with the sample tested. In any case, final approval is contingent upon the actual materials as hauled to the site. The laboratory test results indicate compliance with the project plans and specifications excluding any exceptions, as noted under individual tables. These laboratory tests were 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 re- inspections of any areas that do not meet project specifications as a result of the attached information. TE-USL 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. Repectfully submitted, TESTING ENGINEERS U.S. Labs, Inc. Van W. Olin, GE 2578 Geotechnical Department Manager VO:cl Distribution: (I) Addressee (I) Field File T:\Geotechnical Files\Projecls\Contract Numbers\90822 Coastal Rail Trail\Lab Reports\90822 Lab Report #6.doc 2, -. - Softening Point, Roofing Asphalt Root Tile Breaking Strength Flattening Test Bend Test Rockwell Hardness Test High Str. Bolt Conformance (Full) H.S. Bolt Conform. (Hardness Only Tensile Test, Reinforcing Steel Tensile Test, Structural Steel Tensile Test, Welded Reinf. Steel Tensile & Slippage. Spliced Reber Tensile Test, Prestressed Strand Other Other Other Other L 'O w Cl) 3 CD CD CD CD - Co z = o B 'a CD CD CD Q.C- m3 DC 3 Z P Z • a o 0 CD a, a C Cl) * Cr z ro CL a, CD Masonry Block Conformance Core Compression Test Masonry Core Shear Test Drying Shrinkage Hveem Unit Weight Hveem Stability and Unit Weight C Marshall Unit Weight Marshall Stability and Unit Weight Moisture Vapor Susceptibility Bitumen Content Only (Extraction) Bitumen Content W/ Gradation Swell Test Bulk Unit Weight, AC Core Max. Theor. Unit Wi. (Rice Sp.GF.) Shotcrete Panel Core Compression Other Other Other Other 0 Other TPA, '4' rrTr PCMD ' F • I . CD rD ej • Softening Point, Roofing Asphalt Roof Tile Breaking Strergth F!atteniig Test • Bend Test Rockwell Hardness Test High Sir. Bolt Conformance (Full). H.S. Bolt Conform. (Hardness Only Tensile Test, Reinforcing Steel Tensile Test, Structural Steel Tensile Test, Welded Reinf. Steel Tensile & Slippage, Spliced Reber Tensile Test, Prestressed Strand Other Other Other Other z 0 CI) 0>00 0 -o 0) 3 , CD5CD (0 - 3 ID zc,,c1,gg. cLrZZ 0 ' 0. 3 00) 1 • CD p 0 .. ..1jJ fo P-• ZVI CD 0 U1 0 .3 kA vi 4 - --- - --- '- 00) . M co GO VA w • Masonry Block Conformance Core Compression Test Masonry Core Shear Test Drying Shrinkage Hveem Unit Weight Hveem Stability and Unit Weight t Marshall Unit Weight Marshall Stability and Unit Weight Moisture Vapor Susceptibility N VI Bitumen Content Only (Extraction) Bitumen Content W/ Gradation • Swell Test Bulk Unit Weight, AC Core N F4 - Max. Theor. Unit WI. (Rice Sp.Gr.) Shotcrete Panel Core Compression - - - Other . - Other Other Other Other z L III I Cl) I- m I- 0 C) C) fi. Cl) (l). z , =r 06 m z 0 C-,) / TESTING ENGINEERS PROJECT/Zg - 4c'i -,n,WiJOB NOjS 'Z SAMPLED BY: AJ'L DATE: --2-cc SUBMITTED BY, DATE: O SAMPLELOcATION: 4Y DEPTH: 4 SOURCE. TYPE: '/" R.% C- 2.. REQUIRED TESTS: /j7 /7 FD FOR: DAYS FLAB NO: I FORM 1034 07104 RYDEN BUSINESS FORMS 760-740-0901 FAX 760-740-0905 / S - 4 TESTING ENGINEERS -SAN DIEGO PROJECT ' c:!5;mL P,* L JOB NO. 9 SAMPLED BY: &5 - DATE: i 'rSAMPLE LOCATION: - . DEPTH: SOURCE: TYPE: 5 REQUIRED TESTS: Jjl pQ - U ASPHALT CONCRETE TESTING qo(~g Job No. 1O8d- Client: (_1 Project Name: _. CU::rn¼. LTLtt. Client Project or W.O. No.: Date Sampled: -25 - cc Sampled by: L. Date Submitted: 1-- 2coS Type of Material: 3/4" Ai.. 400 Source of Material: iti# At 4A2 itS.. Location Sampled: LIL.p 5çQ Lab No.At I'S I Hveem Stability (CTM 366 or 1560) I StabilometerReading, psi Load, lbf (psi) #1 #2 43 2000 (160) 3000(240) 4000 (320) 5000(400) 2.5 6000(480) 30 Turns displacement 52. ienHeight,in. Corr. For HI. Hveem Unit Weight (CTM308 or 02726) zi #1 #2 #3 Wt. in_air,g Wt. in air (SSD),g Wt.submerged,g Water Temp. SOQ. BulkSpGr. Average Bulk Unit Wt,.cf RicçSpecific Gravity & Unit Wt. Bowl& AC,g Bowl,g Asph.Conc.,g Bowl,AC&H20,g Bowl&H20,g Displacement Specific Gravity Max.Theor.UnitWt.,pcf Specification 1% Air Voids W:MASTER FORMS\lAsphalt concrete Testing.xIlSheet1 AsphaltContent (D2172) Wt. total mix, g Wt.extracted,g Wt.of asphalt, g Specification %by Total Mix %byWt.of Agg. SieveAnalysis(C136) Sieve Size Cum. Wt. % Retain. % Pass Specification 11/2" 3/4' 1/2" I5 8 3/8" SS12. 20.0 :U) #4 clo2Q S9 #8 ((0,9 'S90 91 #16 t3o. (l.di #30 Oq.a. T?.o #50 i(2.41 SIB #100 #200 Total Asphalt Content (CTM382or06307) Specification %by Total Mix %by Wt. ofAgg. 5.0 V'eight Loss .:.b.5 Percent Loss: 5. 15 Tem Comp: 0.15 .h. Factor: 0.29% Rat IC': 5.00f As -)Z- 4.72%. to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. Asphalt Binder Content Detethiination Data (ASTM D6307) . .• TESD Lab No. Project'No. 90L Location of Sample %tSo .O.Tth' Furnace Make & Mode! Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name . . . Date of Test Aggregate I HMAC Source Type of Asphalt Cement .:Type of AC Mix & Design Asphalt Binder Content mass of sample baskets & catch pan . .. .. . . initial mass of oven dry sample, sample baskets & catch pan = M, mass of oven dry HMA prior to ignition (2-1) final mass of sample, sample baskets & catch pan I (o 0 = Ma, mass of aggregate remaining after ignition (3 - 1) = CF, correction factor . . . . = ACtm, corrected measured percent asphalt binder content by total mix . 5 ( = ACdwa, corrected measured percent asphalt binder content by dry weight of aggregate ACtm =r - M8 x 1001 - CF AC= . L Mb J . . . 100 ACtm S. Asphalt Content (D2172) Wt. total mix, g Wt. extracted, g Wt.of asphalt, g Specification % by Total Mix % by Wt. ofAgg. Sieve Analysis (C136) Sieve Size Cum. Wt. % Retain. % Pass Specification 1112" 3/4', 1/2" /G3'3 3/8" 30S.i ftO #4 #8 (011 -3 #16 1AIS'a 113.5 #30 I2I.' 8O,19 #50 #100 #200 14L qo.(ô HveemStability (CTM 366 or D1560) StabilometerReading, psi Load, lbf (psi) #1 1 #2 #3 2000 (160) 3000(240) 30 4000 (320) 5060 (400) 6000(480) Turns displacement cimen Height, in. bil. Con. For Ht. rage Stability Hveem Unit Weight (CTM 308 or 027 #1 #2 in air, g i:a'i. 0 in air (SSD), g to1LS, submerged,g erTemp. llSpGr. 1k Unit Wt.icf 151. Specification #3 ASPHALT CONCRETE TESTING Job No. 45D dlcQ-j7j1. Client: Project Name:QL IQA,.L.. Client Project orW.O. No.: Date Sampled: 7- ')- <>C Sampled by: . L_ Date Submitted: Type of Material: / 4i) C-2.. Source of Material: t1IECt 'At. Location Sampled: 1D X Lab No. tS31 Ric.Specific Gravity & Unit Wt. Bowl & AC, g Bowl, g Asph. Conc., g Bowl, AC & H20, g Bowl & H20, g Displacement Specific Gravity Max. Theor. Unit Wt., pcf Specification 1% Air Voids __ W:\MASTER FORMS\lAsphaii Concrete Testng.x1s13heet1 Asphalt Content (CTM 382 or D6307) Specification % by Total Mix 5-5 % by Wt. of Agg. Elapsed Time: 43 Sample Weight: 17C2 N ight Loss: 96.8 rcenl Loss: 5.69% ?Temp Comp 0.18% Calib. Factor: 0.31% Bitumen Rat o: 5.54% C:'l braac Asphalt ft nt 5 .201 to Type III - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum; requirements of the State of California Standard Specifications. . Asphalt Binder Content Determination Data '. (ASTM D6307) . 0 TESD Lab No tS , \ Project No O 82_2_ Location of Sample Pc CtO 2(' Furnace Make & Model Thermolyne NCAT, Model #F85938 Serial No. 1087980711933 Furnace Type Method B (Internal weighing) Furnace Temp. Set Point 538°C Technician Name Date ofTest Aggregate I HMAC Source Type of Asphalt Cement . .:Type of AC Mix & Design Asphalt Binder Content G3Q 5 (1), mass of sample baskets & catch pan . . . (2) initial mass of oven dry sample, sample baskets & catch pan M, mass of oven dry HMA prior to ignition (2-1) . . L, 4O ( = (3) final mass of sample, sample baskets & catch pan 0 mass of aggregate remaining after ignition 3 - 1) 0 '= CF, correction factor 5 22. ACtm, corrected measured percent asphalt binder content by total mix " S 55 = corrected measured percent asphalt binder content by dry weight of aggregate ACtm =r Mb - Ma x 1001 CF ACdwa AC L Mb J . 100 ACtm I S I Asphalt Content (D2172) Wt. total mix, g Wt. extracted, g Wt.of asphalt, g Specification % by Total Mix % by Wt. of Agg. Sieve Analysis (C136) Sieve Size Cum. Wt. % Retain. % Pass Specification 11/2" 1" 3/4" (-0 1/2" 3/8" #4 Cl o(,,8 #8 1 Z091 (0 #16 I41 S3 #30 '813 #50 1140,0 EsT #100 (3L q #200 Total .3 Asphalt Content (CTM 32 or 06307) Specification %by Total Mix %.by Wt. of Agg. ASPHALT CONCRETE TESTING Job No. Sr:2 q . Client: 114 Project Name:OP3.,S) -C(1\'.. LT(AIL Client Project orW.O. No.: Date,ampled: •- (-o Sampled by: J't Date Submitted: Type of Material: /4 A4tfjp a1 j. V- Source of Material: Jo1- M1\CLC.c.S Location Sampled:E 5Té O + Lab No. 4t %3Q1 Hveem Stability (CTM 366 or 01560) StabilometerReading, psi Load, IbI (psi) #1 1 #2 #3 2000 (160) 3000 (240) 4000 (320) 5000 (400) 6000 (480) 6p t Turns displacement 13.Oq ien Height, in. Con. Foe Ht. le Stability Hveem Unit Weight (CTM 308 or D2726) L AU #1 #2 #3 Wt. inair, g Wt. in. air (SSD),g Wt. submerged, g Water Temp. Bulk SpGr. flI43 Average Bulk Unit Wt.-cf 162D Rice Specific Gravity & Unit Wt. Bowl & AC, g Bowl, g Asph. Conic., g Bowl, AC & H20, g Bowl & H20, g Displacement Specific Gravity Max. Theon. Unit Wt., pcf Specification Air Voids W:\MASTER FORMS\lAsphali Concrete Testing. xislSheei 1 Elapsed me: 4700 Sample Weight 21529 Weight Loss: 123.29 Percent Loss: 5.72% Temp Comp: 0.14% Calib. Factor: 0.29% Bitumen Rat 10: 5.64% Cbr,l:ed Apn1t Ctnt S . 30% to Type Ill - requirements of the Standard Specifications for Public Works Construction. (Moving Average Limits) to maximum, requirements of the State of California Standard Specifications. ___ 825 lJL1 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 9, 2005 Job No: SD90822 Client: CITY OF CARLSBAD ?,0FESS1% 5950 El Camino Real E s 7-0 Carlsbad, CA 92008 coo Address: Lab No.: Report No: 8090 Ir Exp. 9/30 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA Sampled: Date: ' 7/26/05 By: TESD Type of Material: 3/4" AR4000203-6 CLASS B Submitted: Date: 7/26/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: EMERGENCY CROSSING, STA30+20 V --------------------------------------------------------------------------------------------------------------- SJEVEANALYSISASTMCI36 . * Sieve % Passing Size Accumulative Specification V I" . 100. IOO 3/4" '99 87-100 1/2" 86 70-87 V 3/8' 76 55-76 V NO. 4 55 * 35-52 8 40 22-40 V• V V V 16 29 V V 30 21 8-24 V 50 14 5-18 V V 100 9 V 200 . 6.4 0-7 , V Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 o San Diego, California 92111 (858) 715-5800 Fax: (858) 715-5810 * V V Offices Nationwide .0 v 7826 Report No. 8090 lIL1 IW:I TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 5.3 %BY WT. OF AGGREGATE 5.6 4.5-5.8 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) . 152.0 308 STABILOMETER VALUE 34 * 35 MIN. 366 *DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO 3/4" AR4000 203-6 CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). - 4 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide . 1828 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 9, 2005 , Job No: 5D90822 Client: CiTY OF CARLSBAD ESTO Address: 5950 El Camino Real Carlsbad, CA 92008 0 m CARLOS ACERO, CIVIL -\RA Report No: 8089 ENGJNE 6 Lab No 15317 - Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA Sampled: Date: 7/25/05 By: TESD Type of Material: TYPE III-C2-AR4000 Submitted: Date: 7/25/05 By:. TESD Source of Material: HANSON, SAN MARCOS Location Sampled: STA 46+50 OUTSIDE STRIP, TRUCK 01, LOAD #1 --------------------------------------------------------------------------------------------------------------- 51EVEANALY51SA5TMC136 Sieve % Passing Size Accumulative Specification 1" 100 100 3/4" 100 87-100 1/2" 92 70-87 - 3/8" 81 55-76 ,. NO.4 51 35-52 8 33 22-40 16 25 30 19 8-24 . 50 15 . 5-18' 100 12 200 94* 0-7 ------------------------------------------------------------------------------------------------------------------------- Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 San Diego, California 92111 • (858) 715-5800 Fax: (858) 715-5810 Offices Nationwide - , ;Q tiV 26 Report No. 8089 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 5.2 %BY WT. OF AGGREGATE 5.5 4.5-5.8 LAB COMPACTED UNIT . 304& WT., PCF (HVEEM) 151:8 308 STABILOMETER VALUE 31 * 35 MIN. 366 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO 3/4" AR4000 203-6 CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). 41 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide .4 . ., NIW..11 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 9 2005 q'$STO Job No: SD90822 j t Client: CITY OF CARLSBAD Cr ro W Carlsbad, CA 92008 Report No: 8088 r OF ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 15316 Project: Carlsbad-Coastal Rail Trail - Geo T&l Location: Carlsbad, CA - Sampled: Date: 7/25/05 By: TESD Type of Material: 3/4' AR4000 203-6 CLASS B Submitted: Date: 7/25/05 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: STA 46+50 OUTSIDE STRIP, TRUCK #8373, LOAD #1 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification I" 100 100 3/4" 99 87-100 . 1/2" 85 70-87 - * 3/8' 70 55-76 NO. 4 54 * 35-52 8 4j* 22-40 , 16 30 . . 30 23 8-24 50 17 5-18' 100 12 200 8.8 * 0-7 - Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 San Diegb, California 92111 (858) 715-5800 • Fax: (858) 715-58W Offices Nationwide Ii Report No. 8088 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % . 382 %OF TOTAL MIX 4.8 %BY WT. OF AGGREGATE 5.0 4.5-5.8 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 152.2 - 308 STABILOMETER VALUE 52 35 MIN. 366 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO 3/4" AR4000 203-6 CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). - Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide