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Sample Record for 2021-07-08-55

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Project Information

Project ID: 215656 DEA: 032G0604 EFIS: 0320000192 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5736-
Work Description: REMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd, Livermore, CA 94550
Resident Engineer: Deya Dean Elghassein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-08-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2021
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 1/2" untreated virgin Aggregate
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Drum Plant

Material Information

Source Identification (SMARA or name of Pit): 91-58-0001
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: Belt Feed
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:

Test Results

Test 1 of 10

DIME Test ID: 2021-07-08-55-1
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/24/2021
Date Tested: 09/03/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.651
Bulk specific gravity (SSD Basis) 2.714
Apparent specific gravity 2.830
Absorption 2.4 %

Test 2 of 10

DIME Test ID: 2021-07-08-55-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/24/2021
Date Tested: 09/03/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.753
Absorption 1.1 %

Test 3 of 10

DIME Test ID: 2021-07-08-55-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/24/2021
Date Tested: 09/02/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 97 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 4 of 10

DIME Test ID: 2021-07-08-55-4
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: 09/24/2021
Date Tested: 09/06/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 19 %

Test 5 of 10

DIME Test ID: 2021-07-08-55-5
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: 09/24/2021
Date Tested: 09/03/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 74

Test 6 of 10

DIME Test ID: 2021-07-08-55-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/24/2021
Date Tested: 09/06/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.651
Average uncompacted voids 46.1 %

Test 7 of 10

DIME Test ID: 2021-07-08-55-7
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 09/24/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI) 0
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 8 of 10

DIME Test ID: 2021-07-08-55-8
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: 09/24/2021
Date Tested: 09/02/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 2 %
Weighted percentage of particles (by mass) that were not flat and elongated 98 %

Test 9 of 10

DIME Test ID: 2021-07-08-55-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/24/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Total mass of material in the sample 13233.7 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 0 grams
Cumulative mass retained on the #4 sieve 0 grams
Total sample mass passing the #4 sieve 0 grams
Total mass of fine material in the sample 503.7 grams
Cumulative mass retained on the #8 sieve 196.4 grams
Cumulative mass retained on the #16 sieve 315.8 grams
Cumulative mass retained on the #30 sieve 376.9 grams
Cumulative mass retained on the #50 sieve 416.2 grams
Cumulative mass retained on the #100 sieve 439.7 grams
Cumulative mass retained on the #200 sieve 454.9 grams
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 0 %
Cumulative percent passing the 1/2 in. sieve 0 %
Cumulative percent passing the 3/8 in. sieve 0 %
Cumulative percent passing the #4 sieve 0 %
Cumulative percent passing the #8 sieve 0 %
Cumulative percent passing the #16 sieve 0 %
Cumulative percent passing the #30 sieve 0 %
Cumulative percent passing the #50 sieve 0 %
Cumulative percent passing the #100 sieve 0 %
Cumulative percent passing the #200 sieve 0 %

Test 10 of 10

DIME Test ID: 2021-07-08-55-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/24/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Total mass of material in the sample 13233.7 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 565.6 grams
Cumulative mass retained on the 3/8 in. sieve 2105.9 grams
Cumulative mass retained on the #4 sieve 6148.6 grams
Total sample mass passing the #4 sieve 0 grams
Total mass of fine material in the sample 503.7 grams
Cumulative mass retained on the #8 sieve 196.4 grams
Cumulative mass retained on the #16 sieve 315.8 grams
Cumulative mass retained on the #30 sieve 376.9 grams
Cumulative mass retained on the #50 sieve 416.2 grams
Cumulative mass retained on the #100 sieve 439.7 grams
Cumulative mass retained on the #200 sieve 454.9 grams
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 95.7 %
Cumulative percent passing the 3/8 in. sieve 84.1 %
Cumulative percent passing the #4 sieve 53.5 %
Cumulative percent passing the #8 sieve 32.6 %
Cumulative percent passing the #16 sieve 20 %
Cumulative percent passing the #30 sieve 13.5 %
Cumulative percent passing the #50 sieve 9.3 %
Cumulative percent passing the #100 sieve 6.8 %
Cumulative percent passing the #200 sieve 5.18 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.