Print Report | Back to Sample Detail

Sample Record for 2020-05-21-35

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-43.0/53.0
Work Description: COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location Description: LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 STATE HIGHWAY 89 N.;, BURNEY CA 96013
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-21-35
TL Number from the TL Form: 733194
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: JMF Verification Renewal
A brief description of the sample: Combined 1/2-inch Type A Untreated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78440F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit

Material Information

Source Identification (SMARA or name of Pit): 91-25-0008
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
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-R1
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 10

DIME Test ID: 2020-05-21-35-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/17/2020
Date Tested: 07/13/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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
Does this test use 1/4 sieve? (question for HMA Gradation Type) Yes
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 97 %
Cumulative percent passing the 3/8 in. sieve 82.6 %
Cumulative percent passing the 1/4 in. sieve 66.4 %
Cumulative percent passing the #4 sieve 56.9 %
Cumulative percent passing the #8 sieve 33.3 %
Cumulative percent passing the #16 sieve 19.8 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 7.6 %
Cumulative percent passing the #100 sieve 5.2 %
Cumulative percent passing the #200 sieve 4.19 %

Test 2 of 10

DIME Test ID: 2020-05-21-35-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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: 2020-05-21-35-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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: does not comply
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 3 %
Percentage of questionable, coarse, 1 faced particles tested 3 %
Percentage of questionable, fine, 1 faced particles tested 0 %
Percentage of fractured, coarse, 2 faced particles tested 88 %
Percentage of fractured, coarse, 1 faced particles tested 91 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 4 of 10

DIME Test ID: 2020-05-21-35-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 2.592
Absorption 2.5 %

Test 5 of 10

DIME Test ID: 2020-05-21-35-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/17/2020
Date Tested: 07/16/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 2.566
Bulk specific gravity (SSD Basis) 2.646
Apparent specific gravity 2.788
Absorption 3.1 %

Test 6 of 10

DIME Test ID: 2020-05-21-35-6
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: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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) 4088 grams
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 16 %

Test 7 of 10

DIME Test ID: 2020-05-21-35-8
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: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 82

Test 8 of 10

DIME Test ID: 2020-05-21-35-9
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 07/17/2020
Date Tested: 07/15/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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) 70
Durability Index (fine) 59

Test 9 of 10

DIME Test ID: 2020-05-21-35-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 2.566
Average uncompacted voids 47.6 %

Test 10 of 10

DIME Test ID: 2020-05-21-35-11
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: 07/17/2020
Date Tested: 07/14/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 2 %
Weighted percentage of particles (by mass) that were not flat and elongated 98 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-05-21-35-7AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)07/10/2020Not scheduledWard JenkinsCT D02 - North Region Materials Lab