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Sample Record for 2019-04-29-20

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Project Information

Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: TOFAEL ANWAR Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-29-20
TL Number from the TL Form: 827788
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Untreated Virgin 1/2-inch Type A Aggregate
From where was the sample collected: Source
Laboratory sample identification: D77860F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: 19-1278.105B
The plant number: Unknown
A detailed description of where the material sample was collected: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: JMF 19-05-S2
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2019-04-29-20-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/06/2019
Date Tested: 06/06/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 2 of 9

DIME Test ID: 2019-04-29-20-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/06/2019
Date Tested: 06/03/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of questionable, coarse, 2 faced particles tested 1 %
Percentage of questionable, coarse, 1 faced particles tested 1 %
Percentage of questionable, fine, 1 faced particles tested 0 %
Percentage of fractured, coarse, 2 faced particles tested 98 %
Percentage of fractured, coarse, 1 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 9

DIME Test ID: 2019-04-29-20-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/06/2019
Date Tested: 06/04/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.639
Absorption 2.3 %

Test 4 of 9

DIME Test ID: 2019-04-29-20-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/06/2019
Date Tested: 06/06/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.570
Bulk specific gravity (SSD Basis) 2.651
Apparent specific gravity 2.795
Absorption 3.1 %

Test 5 of 9

DIME Test ID: 2019-04-29-20-5
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: 06/06/2019
Date Tested: 06/04/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 4065 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 19 %

Test 6 of 9

DIME Test ID: 2019-04-29-20-7
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: 06/06/2019
Date Tested: 06/05/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 7 of 9

DIME Test ID: 2019-04-29-20-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 06/06/2019
Date Tested: 06/05/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Which test procedure(s) is/are used? Procedure A and Procedure B
Was strict temperature control maintained? Yes
What type of water was used? Distilled
Durability Index (coarse) 71
Durability Index (fine) 65

Test 8 of 9

DIME Test ID: 2019-04-29-20-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/06/2019
Date Tested: 06/06/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.57
Average uncompacted voids 47.7 %

Test 9 of 9

DIME Test ID: 2019-04-29-20-10
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: 06/06/2019
Date Tested: 06/05/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 1:5
Weighted percentage of particles (by mass) that were flat and elongated 100.00 %
Weighted percentage of particles (by mass) that were not flat and elongated 0.00 %