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Sample Record for 2024-04-19-24

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Project Information

Project ID: 214649 DEA: 07316004 EFIS: 0715000194 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh

Sample Information

DIME Sample ID: 2024-04-19-24
TL Number from the TL Form: C041924A
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2024
The quantity of what the sample constitutes: 532 Tons
A brief description of the sample: 3/4" HMA Hot Bins
From where was the sample collected: Manufacturer
Laboratory sample identification: KH203C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials HMA - Palmdale

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0020
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: Vulcan HMA Palmdale
A detailed description of where the material sample was collected: Aggregate Hot Bins
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF#221534
Lot number:
Sublot number:
Aggregate Mix Number: 221534
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-04-19-24-1
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: 05/02/2024
Date Tested: 04/23/2024
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:
Which test procedure is being used Method B
Percent of sample passing the #200 sieve (by mass) 3.1 %

Test 2 of 3

DIME Test ID: 2024-04-19-24-2
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: 05/02/2024
Date Tested: 04/23/2024
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 91

Test 3 of 3

DIME Test ID: 2024-04-19-24-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/02/2024
Date Tested: 04/23/2024
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:
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 87 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 41 %
Cumulative percent passing the #16 sieve 26 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.5 %