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Sample Record for 2020-07-01-41

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Project Information

Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-07-01-41
TL Number from the TL Form: 896803
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: 07/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2020
The quantity of what the sample constitutes: JMF Verification
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: D78503F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Pit

Material Information

Source Identification (SMARA or name of Pit): 91-18-0008
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: 3/4 inch
The concrete mix design number: JMF 20-08-S2
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 11

DIME Test ID: 2020-07-01-41-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/16/2020
Date Tested: 10/30/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 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 98.6 %
Cumulative percent passing the 1/2 in. sieve 81.9 %
Cumulative percent passing the 3/8 in. sieve 68.8 %
Cumulative percent passing the 1/4 in. sieve 45.9 %
Cumulative percent passing the #4 sieve 36.9 %
Cumulative percent passing the #8 sieve 23.2 %
Cumulative percent passing the #16 sieve 16.8 %
Cumulative percent passing the #30 sieve 9.8 %
Cumulative percent passing the #50 sieve 6.1 %
Cumulative percent passing the #100 sieve 3.6 %
Cumulative percent passing the #200 sieve 2.5 %

Test 2 of 11

DIME Test ID: 2020-07-01-41-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 11/16/2020
Date Tested: 10/31/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 11

DIME Test ID: 2020-07-01-41-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/16/2020
Date Tested: 11/02/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 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 99 %
Percentage of fractured, coarse, 1 faced particles tested 98 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 4 of 11

DIME Test ID: 2020-07-01-41-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 11/16/2020
Date Tested: 11/04/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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: not applicable
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.628
Absorption 1.8 %

Test 5 of 11

DIME Test ID: 2020-07-01-41-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 11/16/2020
Date Tested: 11/05/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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: not applicable
Additional Comments When Verified:
Bulk specific gravity 2.607
Bulk specific gravity (SSD Basis) 2.671
Apparent specific gravity 2.786
Absorption 2.5 %

Test 6 of 11

DIME Test ID: 2020-07-01-41-6
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: 11/16/2020
Date Tested: 11/02/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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) 4133 grams
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 16 %

Test 7 of 11

DIME Test ID: 2020-07-01-41-7
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: 11/16/2020
Date Tested: 11/03/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 84

Test 8 of 11

DIME Test ID: 2020-07-01-41-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 11/16/2020
Date Tested: 11/03/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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) 85
Durability Index (fine) 81

Test 9 of 11

DIME Test ID: 2020-07-01-41-10
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: 11/16/2020
Date Tested: 11/03/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 5 %
Weighted percentage of particles (by mass) that were not flat and elongated 95 %

Test 10 of 11

DIME Test ID: 2020-07-01-41-11
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 11/16/2020
Date Tested: 11/12/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 2.607
Average uncompacted voids 48.3 %

Test 11 of 11

DIME Test ID: 2020-07-01-41-12
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/16/2020
Date Tested: 11/02/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 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 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Tests Assigned to this Sample

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