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Sample Record for 2022-03-10-25

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Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-03-10-25
TL Number from the TL Form: 0310C1
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 03/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/16/2022
The quantity of what the sample constitutes: 1180 tons
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: granite- santa paula

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0046
The fabricator's/manufacturer's product name for the sample: 3/4 HMA-A
The fabricator/manufacturer designation for the sample: mix 13762
The plant number:
A detailed description of where the material sample was collected: belt cut
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:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2022-03-10-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/07/2022
Date Tested: 03/16/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 98 %
Cumulative percent passing the 1/2 in. sieve 72.6 %
Cumulative percent passing the 3/8 in. sieve 62.8 %
Cumulative percent passing the #4 sieve 46.5 %
Cumulative percent passing the #8 sieve 32.4 %
Cumulative percent passing the #16 sieve 22.4 %
Cumulative percent passing the #30 sieve 15.3 %
Cumulative percent passing the #50 sieve 9.4 %
Cumulative percent passing the #100 sieve 4.8 %
Cumulative percent passing the #200 sieve 2.83 %

Test 2 of 3

DIME Test ID: 2022-03-10-25-2
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 04/07/2022
Date Tested: 03/16/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Which test procedure is being used Method A
Percent of sample passing the #200 sieve (by mass) 6.1 %

Test 3 of 3

DIME Test ID: 2022-03-10-25-3
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: 04/07/2022
Date Tested: 03/16/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 81