Print Report | Back to Sample Detail

Sample Record for 2023-12-06-19

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-49.7/54.6
Work Description: Cholame Segment
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Andrew Borrelli Structure Rep.: Dave Lewis

Sample Information

DIME Sample ID: 2023-12-06-19
TL Number from the TL Form: C979510
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (915) 296-1892
Type of Sample: Dispute Resolution
Type of Material: Aggregate
Sample Taken Date: 12/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/02/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4 HMA-A cold feed aggregate
From where was the sample collected: Source
Laboratory sample identification: 24-Dispute-0001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific - Avenal

Material Information

Source Identification (SMARA, name of Pit or Job Site): na
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: Plant 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: 3
Sublot number: 13
Aggregate Mix Number: L230077A
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-12-06-19-1
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: 01/03/2024
Date Tested: 01/03/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 41

Test 2 of 2

DIME Test ID: 2023-12-06-19-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/05/2024
Date Tested: 01/05/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Individual mass retained on the 2 in. sieve no data
Individual mass retained on the 1 1/2 in. sieve no data0 grams
Individual mass retained on the 1 in. sieve no data0 grams
Individual mass retained on the 3/4 in. sieve 54.2 grams
Individual mass retained on the 1/2 in. sieve 834.8 grams
Individual mass retained on the 3/8 in. sieve 885 grams
Individual mass retained on the #4 sieve 1360.7 grams
Individual mass retained on the #8 sieve 235.3 grams
Individual mass retained on the #16 sieve 174 grams
Individual mass retained on the #30 sieve 77.5 grams
Individual mass retained on the #50 sieve 49.2 grams
Individual mass retained on the #100 sieve 36.2 grams
Individual mass retained on the #200 sieve 34.1 grams
Individual mass retained on the pan 2.2 grams
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 85 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4 %