Print Report | Back to Sample Detail

Sample Record for 2026-03-09-4

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

Project Information

Project ID: 993812 DEA: 11431274 EFIS: 1121000129 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R0.3/R36.0
Work Description: CMGC Project- Restore the pavement to a state of good repair through roadway rehabilitation, pavement preservation, drainage restoration, transportation management system upgrades, and American with Disabilities Act (ADA) infrastructure improvements.
Location Description: SD County
Contractor Name: Kiewit Infrastrucure
Contractor Address: West 2200 Columbia House Boulevard, Vancouver, WA 98661
Resident Engineer: Timothy Poppe Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-03-09-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 03/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2026
The quantity of what the sample constitutes: 5 bags
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

Material Information

Source Identification (SMARA, name of Pit or Job Site): See Mix
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
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 21218180AH

Test Results

Test

DIME Test ID: 2026-03-09-4-1
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Compies
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity 2.636
Bulk specific gravity (SSD Basis) 2.675
Apparent specific gravity 2.741
Absorption 1.5 %

Test

DIME Test ID: 2026-03-09-4-2
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 4298 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 14 %

Test

DIME Test ID: 2026-03-09-4-3
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: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 74

Test

DIME Test ID: 2026-03-09-4-4
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: complies
Test Result Compliance: complies
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat 0.0 %
Weighted percentage of particles (by mass) that were elongated 0.0 %
Weighted percentage of particles (by mass) that were both flat and elongated 3.0 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 97 %

Test

DIME Test ID: 2026-03-09-4-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Percentage of questionable, coarse, 2 faced particles tested no data0 %
Percentage of questionable, coarse, 1 faced particles tested no data0 %
Percentage of fractured, coarse, 2 faced particles tested 99 %
Percentage of fractured, coarse, 1 faced particles tested 99 %

Test

DIME Test ID: 2026-03-09-4-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: complies
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.636
Average uncompacted voids 46.5 %

Test

DIME Test ID: 2026-03-09-4-7
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
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 98 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the #4 sieve 26 %
Cumulative percent passing the #8 sieve 18 %
Cumulative percent passing the #16 sieve 12 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.4 %

Test

DIME Test ID: 2026-03-09-4-8
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing Bulk SSD
Specific Gravity 2.79
Absorption 0.8 %