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Home My WebLink About3288; CARLSBAD VILLAGE DR STREETSCAPE; ASPHALTIC CONCRETE AND SOIL TEST RESULTS;'w- AECEIVED American Engineering Laboratories, Inc. San Diego 7940 Arjons Drive, Suite A, San Diego, CA 92126 Modesto (619) 695-3730 JAN 0 3 11990 Corona Yucca Valley 1mir"112ai PPQ IFCTS Apple Valley ISION LABORATORY NUMBER REPORT ON ASPHALTIC CONCRETE DAW 12--141-87 AEL NO. 9J-440 FILE NO.: 1-1-339 JOB DATA: RAY,( - tNo F-f- zo*D ,4,,P#*L-r e-,o. ample No. Specifications/Limits ample Size V? 0 3 ieve Size V i DL&4L :~L465 B3 ------- —400--- 100— /002 ZOO --- Z #6 - too 6 - -30 32- 9- .2 -23 Z-7- 0 00 (Wash) 0,C) Asphalt by ..tal Mix C. — C, , Asphalt by ry Wt. Aggr. pecific Gravity Bulk) bsorption, % flit Wt. PC( veem Method nit Wt. pcf arshall Method tabilometer alue, Cal-366 and Equivalent Remarks: Report To: 1--UTY OF CARLSBAD AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: AEL104 (04/89) CLIENT: C- 1TV1 S S S 2' 3 /4 3/8 4 8- 1 3 5 1 2 0K T 04 D S A U H U S V S SAMPLE DESCRIPTION: SAMPLE LOCATION: 50 L,-r %~- C-0 '~- -.' -r SPEC. SECTION: L166 — American Engineering Laboratories, Inc. San Diego 7940 Arjons Drive, Suite A, San Diego, CA 92126 Modesto (619) 695-3730 Corona Yucca Valley Apple Valley ABORATOnY NUMBER REPORT ON ASPHALTIC CONCRETE DATE 17-It /-8-7 %F:L NO. 9J-440 ILE NO.: 1-1-339 SAMPLE DESCRIPTION: 4_yg#L77e— 10(3 DATA: P'Ayict~o ZOA-D SAMPLE LOCATION: 5o L,,--r VV- C-e A--, -F -.LIENT: tf (r%l C,+et,-.> 13A- SPEC.SECTION: Z16()—Vb 3ampI6 No. SpecIfIcations/Urrilts ~arnple Size .,ieve Size -1/00 — 17113 =yvD(viD%&WL rL57- 6 L46 ~, B:2- v L 13 L&~4 L --zeo— /00 -/C)O I/0-too q -60 3 30 100 . . ..... 200 (Wash) 73 c — 0 Asphalt by Total Mix 'Z? r% Asphalt by Dry W%. Aggr. 5 3 Specilic Gravity (B61k) Absorption. 1% Unit Wt. PC( Fiveem Method Onil Wt. PCI Marshall Method Slabilomeler Value. Cal-366 ------------- Sand EqUivalent nemarlm -57"Pbf, /Z-//- Y-9 #2- aemlnf-p /Z,-/Z-9? noport To: 1-CITY OF CARLSBAD AMERICAN ENGINEERING LABORATORIES, IN( Reviewed by: ;W "Id's AEI,I(-.4 (01/09) American Engineering Laboratories, Inc. 01---San Diego 7940 Arjons Drive, Suite A, San Diego, CA 92126 Modesto (619) 695-3730 Corona Yucca Valley Apple Valley LABORATORY NUMBER REPORT ON SOIL TESTS DATE Oaru' AEL NO.: SAMPLE DESCRIPTION: FILE NO.: 91 35A JOB DATA: SAMPLE LOCATION: C. 0. 0 CLIENT: SPEC: SECTION: Sample No. S pecif ications/Lim its Sample Size Sieve Size- 2" '/2" 3 /4 4 10 20 40 60 140 200 (Wash) Sand Equivalent Moisture Content ASTM D698 Liquid Limit Plasticity Index Expansion Index CEIR @ 95% RC R-Value Method Maximum Dry Density, pcf ASTM 01557 or Cal. 216 Remarks: Report To: AMERICAN ENGINEERING LABORATORIES, INC. 1-CITY OF CARLSBAD Reviewed by: AEL105 (04/89) X4 American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A, San Diego, CA 92126 (619) 695-3730 San Diego Modesto Corona Yucca Valley Apple Valley LABORATORY NUMBER REPORT ON SOIL TESTS AEL NO.: FILE NO.: 91 357.2 L JOB DATA: 5AOV)A f -C- (-) t A -D V\~- C' r-- 'k. 43 r C. \Z. 0- V1, e, CLIENT: OC CAPLe-,(~A-D DATE SAMPLE DESCRIPTION: e5AI-AC) A C1 6 ~1\4- SAMPLE LOCATION: "YA 2 1 6? 4 el) SPEC. SECTION: Sample No. S pecifications/Lim its Sample Size Sieve Size 2" '/2 3/4 4 10 20 40 60 140 200 (Wash) Sand Equivalent Moisture Content ASTM D698 Liquid Limit Plasticity Index Expansion Index CBR @ 95% RC R-Value Method Maximum Dry Density, pcf ASTM D1557 or Cal. 216 Remarks: Report To: AMERICAN ENGINEERING LABORATORIES, INC. 1-CITY OF CARLSBAD Reviewed by: AEL105 (04/89) 67 American Engineering Laboratories, Inc. San Diego Modesto 7940 Arjons Drive, Suite A, San Diego, CA 92126 Corona (619) 695-3730 Yucca Valley Apple Valley LABORATORY NUMBER gq-- 907 REPORT ON SOIL TESTS DATE 1 q S"i AEL NO.: SAMPLE DESCRIPTION: Cj_Ar~,;-;1 FILE NO.: 9J-357.3 A 4 '-, 0, -&— 6 r'. Ila JOB DATA: FA Ocfj~ 0 47A OVA —E; V0A 0 tt- I SAMPLE LOCATION: r C A- CLIENT: jy t)f:7 C-AF-U--F5A.-T) SPEC. SECTION: Sample No. (e Specifications/Limits Sample Size Sieve Size 2" 1 V2 3/4 V2 3/0 4 10 20 40 60 140 200 (Wash) Sand Equivalent Moisture Content ASTM D698 Liquid Limit Plasticity Index Expansion Index CBR @ 95% RC R-Value Method Maximum Dry Density, pcf ASTM D1557 or Cal. 216 7 Remarks: Report To: AMERICAN ENGINEERING LABORATORIES, INC. 1-CITY OF CARLSBAD Reviewed by: AEL105 (04/89) 0 American Engineering Laboratories, Inc. San Diego 7940 Arjons Drive, Suite A, San Diego, CA 92126 Modesto -(619) 695-3730 Corona Yucca Valley Apple Valley LABORATORY NUMBER Aq - -I 8'i REPORT ON SOIL TESTS DATE 0, S)-'(s - Z 6 ) I q 9 ck ' AEL NO.: Z SAMPLE DESCRIPTION: F::,j~,nWL~ CA _A FILE NO.: JOB DATA: 9J-~57.4 VA06i."rD C' ~-t-A FG~ ~Zt)AD ~-V SAMPLE LOCATION: (2 1A 4~". e,~ A z-fiL -4 io CLIENT: C, %'T LA - 0 IF r—Af- Lc- f~A SPEC. SECTION: Sample No. S pecifications/Limits Sample Size Sieve Size 2" 3/4 4 10 20 40 60 140 200 (Wash) Sand Equivalent Moisture Content ASTM D698 Liquid Limit Plasticity Index Expansion Index CBR @ 95% RC. R-Value Method Maximum Dry Density, pcf ASTM D1557 or Cal. 216 Remarks: Report To: AEL105 (04/89) 1-CITY OF CARLSBAD AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: "I / /~~ 0-, 0 American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A, San Diego, CA 92126 (619) 695-3730 LABORATORY NUMBER I REPORT ON SOIL TESTS 'Q Gi --I '(Z 1; San Diego Modesto Corona Yucca Valley Apple Valley DATE 0 ip "P zo I A -(~ C, AEL NO.: 3;5 G~ FILE NO.: ky~ . 5 T-p, JOB DATA: R 4L V Q. k-~- S CLIENT: Of C-AfL-05AP SAMPLE DESCRIPTION: SAMPLE LOCATION: 22 t2o - IV 1"-V P Z- i SPEC. SECTION: Sample No. S pecifications/Lim its Sample Size Sieve Size 2" 1/2 3/4 '/2 4 10 20 40 60 140 200 (Wash) Sand Equivalent Moisture Content ASTM D698 Liquid Limit Plasticity Index Expansion Index CBR @ 95% AC R-Value Method Maximum Dry Density, pcf ASTM D1557 or Cal. 216 Remarks Report To: AMERICAN ENGINEERING LABORATORIES, INC. 1-CITY OF CARLSBAD Reviewed by: AEL105 (04/89) American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A, San Diego, CA 92126 (619) 695-3730 San Diego Modesto Corona Yucca Valley Apple Valley LABORATORY NUMBER 57 REPORT ON SOIL TESTS DATE 0L(5%1' "26, AEL NO.: 1.- '55 Cl FILE NO.: 9Ji?57 69TA IFe' JOB DATA: CLIENT: CA CL~, OAP SAMPLE DESCRIPTION: (A I ;KC--t;, (WvM CLAt6c-( v-fG(W-r=L -i- 600Ll '~;441~~NCEALI SAMPLE LOCATION: ~)Vf , '2-' SPEC. SECTION: Sample No. Specifications/Limits Sample Size Sieve Size 2" '/2" 3 /4 '/2'. 3/8 4 10 20 40 60 140 200 (Wash) Sand Equivalent Moisture Content ASTM D698 Liquid Limit Plasticity Index Expansion Index CEIR @ 95% RC R-Value Method Maximum Dry Density, pcf ASTM D1557 or Cal. 216 IA- Remarks: Report To: 1-CITY OF CARLSBAD AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: AEL105 (04/89) , AC)z4Z.