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Sample Record for 2023-09-21-101

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Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-09-21-101
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 09/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2023
The quantity of what the sample constitutes: 1003 Ton
A brief description of the sample: 3/4" HMA -A RAP-15
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name: 06-Tul 99 J St Bridge
The fabricator/manufacturer/facility name: Porterville Rock PAI

Material Information

Source Identification (SMARA, name of Pit or Job Site): 0613000005
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Conveyer Belt
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 4
Sublot number: 1
Aggregate Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2023-09-21-101-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/30/2023
Date Tested: 09/21/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 66 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 34 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.6 %

Test 2 of 8

DIME Test ID: 2023-09-21-101-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/30/2023
Date Tested: 09/22/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 99 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.9 %

Test 3 of 8

DIME Test ID: 2023-09-21-101-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/30/2023
Date Tested: 09/28/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.9 %

Test 4 of 8

DIME Test ID: 2023-09-21-101-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/30/2023
Date Tested: 09/28/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 99 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 5.1 %

Test 5 of 8

DIME Test ID: 2023-09-21-101-5
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/30/2023
Date Tested: 09/21/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 62

Test 6 of 8

DIME Test ID: 2023-09-21-101-6
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/30/2023
Date Tested: 09/22/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 7 of 8

DIME Test ID: 2023-09-21-101-7
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/30/2023
Date Tested: 09/28/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 73

Test 8 of 8

DIME Test ID: 2023-09-21-101-8
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/30/2023
Date Tested: 09/28/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 75