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Sample Record for 2021-06-23-51

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Project Information

Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-32-14.0/20.0
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154
Contractor Name: DIG IT CONSTRUCTION INC
Contractor Address: Unknown
Resident Engineer: John Yolton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-23-51
TL Number from the TL Form: 896901
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: 06/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined Untreated Virgin Aggregate for use in 3/8-inch Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D78856F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-32-0002::Chester Pit 1
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: Laboratory Batched from Sized Untreated Virgin Stockpile Samples
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2021-06-23-51-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/01/2022
Date Tested: 07/15/2021
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:
What type of gradation is being tested? HMA Gradation
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 99.9 %
Cumulative percent passing the 3/8 in. sieve 97.7 %
Cumulative percent passing the 1/4 in. sieve 73.6 %
Cumulative percent passing the #4 sieve 57.8 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 22.3 %
Cumulative percent passing the #30 sieve 16.2 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 8.4 %
Cumulative percent passing the #200 sieve 6.11 %

Test 2 of 10

DIME Test ID: 2021-06-23-51-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/01/2022
Date Tested: 07/19/2021
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 3 of 10

DIME Test ID: 2021-06-23-51-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/01/2022
Date Tested: 07/27/2021
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 0 %
Percentage of questionable, coarse, 1 faced particles tested 0 %
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 98 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 4 of 10

DIME Test ID: 2021-06-23-51-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/01/2022
Date Tested: 07/19/2021
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 2.55
Absorption 2.5 %

Test 5 of 10

DIME Test ID: 2021-06-23-51-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/01/2022
Date Tested: 07/20/2021
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: Unwashed—Approximately 10.6% of the specimen was passing No. 200 material
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.457
Bulk specific gravity (SSD Basis) 2.568
Apparent specific gravity 2.765
Absorption 4.5 %

Test 6 of 10

DIME Test ID: 2021-06-23-51-6
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: 02/01/2022
Date Tested: 07/20/2021
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) 3968 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 20 %

Test 7 of 10

DIME Test ID: 2021-06-23-51-7
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: 02/01/2022
Date Tested: 07/26/2021
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 77

Test 8 of 10

DIME Test ID: 2021-06-23-51-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 02/01/2022
Date Tested: 07/29/2021
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) 85
Durability Index (fine) 83

Test 9 of 10

DIME Test ID: 2021-06-23-51-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 02/01/2022
Date Tested: 07/27/2021
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: The fine bulk specific gravity (AASHTO T 84) was determined on unwashed material.
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.457
Average uncompacted voids 44.8 %

Test 10 of 10

DIME Test ID: 2021-06-23-51-10
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: 02/01/2022
Date Tested: 07/20/2021
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 5:1
Weighted percentage of particles (by mass) that were flat and elongated 0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %