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Sample Record for 2021-03-08-21

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Project Information

Project ID: 214764 DEA: 032H6404 EFIS: 0317000167 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-12,160-0.4/0.9,L10.5/R0.2
Work Description: MODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION.
Location Description: SACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE
Contractor Name: OC JONES & CO.
Contractor Address: 1520 4th Street, Berkeley, Ca 94710
Resident Engineer: Howard Giang Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-08-21
TL Number from the TL Form: None provided
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: 03/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" Primary nomonal size untreated Virgin Aggregates
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc- Clements Batch Plant

Material Information

Source Identification (SMARA or name of Pit): 91-03-0020
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: Batch Plant 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:
Lot number:
Sublot number:

Test Results

Test 1 of 10

DIME Test ID: 2021-03-08-21-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/20/2021
Date Tested: 04/05/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
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 99 %
Weighted average percentage of fractured, coarse, 1 faced particles 99 %
Percentage of fractured, fine, 1 faced particles tested 97 %

Test 2 of 10

DIME Test ID: 2021-03-08-21-2
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: 04/21/2021
Date Tested: 04/07/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
Grading designation C
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 12 %

Test 3 of 10

DIME Test ID: 2021-03-08-21-3
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: 04/21/2021
Date Tested: 04/06/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
Sand Equivalent 69

Test 4 of 10

DIME Test ID: 2021-03-08-21-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/21/2021
Date Tested: 04/06/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
What test method is performed? Method A
Bulk dry specific gravity 2.67
Average uncompacted voids 45.6 %

Test 5 of 10

DIME Test ID: 2021-03-08-21-5
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: 04/21/2021
Date Tested: 04/06/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 3 %
Weighted percentage of particles (by mass) that were not flat and elongated 97 %

Test 6 of 10

DIME Test ID: 2021-03-08-21-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 04/21/2021
Date Tested: 04/06/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
Plastic Index(PI) 0
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 7 of 10

DIME Test ID: 2021-03-08-21-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/21/2021
Date Tested: 04/06/2021
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: JMF21-010.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-010. Report only
Basis for relative density testing Bulk
Specific Gravity 2.789
Absorption 0.5 %

Test 8 of 10

DIME Test ID: 2021-03-08-21-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/21/2021
Date Tested: 04/06/2021
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: JMF21-010.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-010
Bulk specific gravity 2.670
Bulk specific gravity (SSD Basis) 2.711
Apparent specific gravity 2.785
Absorption 1.5 %

Test 9 of 10

DIME Test ID: 2021-03-08-21-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/21/2021
Date Tested: 03/30/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 97 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 34 %
Cumulative percent passing the #16 sieve 25 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.6 %

Test 10 of 10

DIME Test ID: 2021-03-08-21-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/21/2021
Date Tested: 03/30/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010. Previous submittal was superseded to correct the name of the tester.
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 %

Tests Assigned to this Sample

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