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HomeMy WebLinkAbout3675; ENCINA BASIN WATER RECLAMATION PROGRAM; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2002-09-27- . .. .1..,.: -, -.- Testing Engineers -San Diego, lr~& lished 1946 Date: September 27, 2002 Job No: 2002-0692 Job Name: CARLSBAD WATER RECYCLING FACILITY Address: Avenida Encinas Carlsbad, California Plan Nup,9r: N/A Permit: A N/A Report No: 4386 )4 iM ENGINEER: BENJAMJSHIRER STAFF ENGINEER Lab No: 5771 Project: CARLSBAD WATER RECYCLING FACILITY Location: CARLSBAD, CALIFORNIA Sampled: Date: 9/26/02 By: TESD Type of Material: DARK ORANGE-BROWN SILTY SAND Submitted: Date: 9/26/02 By: TESD Source of Material: IMPORT (5) Location Sampled: . STOCKPILE .: TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 18 20 MAXIMUM Calif 217 Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax (858) 715-5810 icc 9c 8C 7c 0-1 W 6C Z I—z 5C w C) W 4C a- 3C 2C ic C ------, —4 - - Particle Size Distribution Report INNohIIIii1OihiIiiiiiI!IIIIoIIIIIuIooIII1u IIIIIIIINIINhIIIII iiiiiiDiOiiiii___IllhIIIU 11IIIIUIIIoINHIuIIoIIhuhLIoIIIuh1hhir' ia llhlllllll!IiIIIII_'1111111 ui11i1onii 1111111111 llhlihltillllli___ All_IlIlAhlIllhlihl_1111111 III lIllUhIhI1011Ihl 1111111 milli1Nh1IuIIIIHhl IIIIIIhlhIIIIIIhluIOII1l 14110 100 10 1 0.1 0.01 'ISMU GRAIN SIZE - mm • • • • • • I T % % GRAVEL I • • % SAND • I • % FINES •' I COBBLES I CRS. I FINE I CRS. I • MEDIUM I FINE • I SILT • • CLAY I 0.0 I 0.0 0.1 0.9 I 8.6 I 64.3 I 26.1 2l SIEVE SIZE PERCENT • FINER SPEC. PERCENT PASS? (XNO) 3/4 in. 100.0 1/2 in. 100.0 3/8 in. 100.0 #4 99.9 #8 99.2 #16 98.3 #30 95.0 #50 82.3 #100 55.0 #200 26.1 Soil Description DARK GRAY FINE SAND Atterbera Limits PL= LL= P1= Coefficients D85= 0.330 D60= 0.168 D50= 0.133 D30= 0.0825 D15= D10= CU= cc= Classification USCS= AASHTO= Remarks TESD NO. 5780 (no specification provided) • • • • Sample No.: 5780 Source of Sample: Date: 9/27/02 Location: STOCKPILE AT OCEANSIDE PROJECT (FOR PIPE BEDDING) • Elev./Depth: Client: City of Carlsbad T E STI NC EN G I NE E RS Project: Carlsbad Water Recycling Facility Project No: 02-0692 Plate - -.. I Testing Engineers -San Diego, Inc. Established 1946 PHYSICAL PROPERTIES OF SOIL & AGGREGATE Date: October 1, 2002 Job No 2002-0692 Job Name: CARLSBAD WATER RECYCLING FACILITY Address: Avenida Enemas .•• -. .• Carlsbad, California Plan Nuer: N/A Permit N/A Report No: 43921 1 ENGINEER: BENJAJ1T SHIRER, STAFF ENGINEER Lab No: 5780 Project: CARLSBAD WATER RECYCLING FACILITY Location: Sampled: Date: 9/24/02 By: TESD Type of Material: DARK GRAY FINE SAND Submitted: Date: 9/27/02 By: TESD .. Source of Material: Location Sampled:.. STOCKPILE FORPIPE BEDDING............. . . • . . .• . . . -------------------------------------------------------------------------------------------------- TEST STANDARDS ARE ASTM (unless otherwise noted) TEST . RESULT SPECIFICATION TEST STD Sand Equivalent Value 24 Calif 217- Testing Engineers San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858) 715-5800 Fax [8581 715-5810 _---,- Testing Engineers -San Diego, Inc. Established 1946 Date: September 24, 2002 Job No: 2002-0692 Job Name: CARLSBAD WATER RECYCLING FACILITY Address: AveñidaEnciñas Carlsbad, California A 12 Report No: 4393 ENGINEER: BENJAM1ISHIRER, STAFF ENGINEER LAB NO.: 5720-5721 PROJECT: CARLSBAD WATER RECYCLING FACILITY SAMPLED BY: TESD DATE: 9/19/02 SUBMITTED BY: TESD DATE: 9/19/02 PROCEDURE: ASTMD4829. • RESULTS: SAMPLE II) MOISTURE DRY DENSITY EXPANSION POTENTIAL CONTENT,?/, ECE INDEX EXPANSION #3 (FILL FOR BUILDING PAD) 9.7 112.7 93 HIGH #4 (FILL FOR BUILDING PAD) 9.6 113.9 108 HIGH Testing Engineers San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 -- - -- -t-. . - J . -----.---.----- -:'- COMPACTION TEST REPORT Curve No.: 3 Project No.: 02-0692 Date: 9/19/02 Project: Carlsbad Water Recycling Facility Location: FILL FOR BUILDING PAD Remarks: TESD NO. 5720 / MATERIAL DESCRIPTION Description: YELLOW-BROWN CLAYEY SAND Classifications - US CS: AASHTO .Nat. Moist: = Sp.G. = Liquid Limit = Plasticity Index = %>No.4= %° %<No.200= Co C 'a) allO 140 130 120 90 I TEST RESULTS density = 123.5 pcf = 11 % Test specification: ASTMD 155791 Procedure A Modified - 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 28 27 --2.6 I NIL S dry moisture -- --- Maximum LOptimum = = = = - - -- III1IIIIIIIIIIII -.--- 80 70 0 5 10 15 20 25 30 35 40 Water' content, % Plate TESTING ENGINEERS___________________________________ COMPACTION TEST REPORT Curve No.:4 Project No.: 02-0692 Date: 9/19/02 Project: Carlsbad Water Recycling Facility Location: FILL FOR BUILDING PAD / EO Elev./Depth: 5721 / MATERIAL DESCRIPTION Description: YELLOW-BROWN CLAYEY SAND Classifications - . USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> No.4 = % %< No.200 = TEST RESULTS Maximum dry density 124.5 pcf Optimum moisture = 10.5 % 140 ii = II ii. Test specification: ASTM D 1557-91 Procedure A Modified 130 000, — - 120 100% SATURATION CURVES Th FOR SPEC. GRAV. EQUAL TO: 2.8 2.7 . çIIIIIII 2.6 >. 110--- (0 C a) —s — 0100 0 1 9 17 IiI II E:111 ....-. 70 1 T 0 5 10 15 20 25 30 35 40 Water content, % . Plate _TF.RT1Nr. FN(INFFR___________________________________ Curve No.:5 Project No.: 02-0692 Date: 9/23/02 Project: Carlsbad Water Recycling Facility Location: IMPORT / Remarks: NO. 5754 MATERIAL DESCRIPTION Description: DARK ORANGE-BROWN SILTY SAND Classifications - USCS AASHTO Nat Moist = Sp .G. = Liquid Limit = Plasticity Index = %>No.4 0.1% %<No.200= 12.9% TEST RESULTS - CL 140 120— 110 100 -- - - _ Maximum Optimum dry moisture density = 125 pcf = 11.5 % Test specification: ASTM D 1557-91 Procedure A Modified = - 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 2.8 H 111! 2.7 II. \D _s = = = = cr - - - - .4 - --- = = I = = = -- 1 80 go 70 L5 15 20 25 30 35 L 40 10 Water content, % Plate Particle Size Distribution Report IIIIIIIIHI!IIIIIIIii!!IUIIhIflhIUII_01111111 IlIlIlIlUIlIAlIHhl_il1ilIII0lIUhl 11111111 IllUIllIUllIHIlIllI_ IlImollIuhullouhl_ HEIuh1HIIIIlIHhlIIIIII1IIIOIIIIiiiHIU__ 111111111111011111IiIIIllhII11 11111111- 1111111 UIIIIIIIIIII 0IIIIIIIlIIIIhl 11111 ___ II 101 IHUIlIlIHIl HIIHIIUIIIIIIII 11111 ___ II IlIlIUhlIHIlIHIl IOIIUhIiOIIIIhI 11111111 IIIIIIIIIHUIHIIHII IIIIIIhIhII0h1lhI 11111111 I 500 100 lu -I U.I u.uI J.tJJI GRAIN SIZE - mm % GRAVEL % SAND % FINES /o COBBLES - CRS. FINE CRS. MEDIUM FINE SILT 1 I. CLAY # 0.0 0.0 0.1 0.6 31.9 54.5 12.9 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) 3/4 in. 100.0 1/2 in. 100.0 3/8 in. 100.0 #4 99.9 #10 99.3 #20 95.2 #40 67.4 #60 32.3 #100 20.4 #200 12.9 SoilDescription DARK ORANGE-BROWN SILTY SAND AtterbergLimits PL= LL= P1= Coefficients 055= 0.613 060= 0.380 D50= 0.331 D30= 0.237 D15= 0.0910 010= CU= Cc= Classification USCS= MSHTO= Remarks TESD NO. 5754 - (no specification provided) .....• .•,•••••• • •.. Sample No.: 5754 Source of Sample: Location: IMPORT Client: City of Carlsbad TESTING ENGINEERS Project: Carlsbad Water Recycling Facility Project No: 02-0692 Date: 9/23/02 Elev./Depth: Plate