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Sample Record for 2018-10-04-18

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Project Information

Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-2.7/R11.4
Work Description: RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location Description: SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Nicole Mallory Structure Rep.: Andrew Osullivan

Sample Information

DIME Sample ID: 2018-10-04-18
TL Number from the TL Form: 898240
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: 10/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2018
The quantity of what the sample constitutes: JMF Verification Renewal
A brief description of the sample: Combined Untreated Virgin 3/4-inch Type A Aggregate
From where was the sample collected: Source
Laboratory sample identification: D77682
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction - Fawndale Rock and Asphalt - Redding CA

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample: 18-1001.305-23.6_
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Laboratory Batched
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 18-03-R1
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2018-10-04-18-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 10/31/2018
Date Tested: 10/25/2018
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 7

DIME Test ID: 2018-10-04-18-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/31/2018
Date Tested: 10/24/2018
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 fractured, coarse, 2 faced particles tested 99 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 3 of 7

DIME Test ID: 2018-10-04-18-3
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: 10/31/2018
Date Tested: 10/25/2018
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 B
Percent loss after 100 revolutions 2 %
Percent loss after 500 revolutions 11 %

Test 4 of 7

DIME Test ID: 2018-10-04-18-4
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: 10/31/2018
Date Tested: 10/25/2018
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 86

Test 5 of 7

DIME Test ID: 2018-10-04-18-5
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 10/31/2018
Date Tested: 10/25/2018
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) 82
Durability Index (fine) 84

Test 6 of 7

DIME Test ID: 2018-10-04-18-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/31/2018
Date Tested: 10/24/2018
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 2.797
Average uncompacted voids 49.9 %

Test 7 of 7

DIME Test ID: 2018-10-04-18-7
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: 10/31/2018
Date Tested: 10/24/2018
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 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %