Print Report | Back to Sample Detail

Sample Record for 2018-05-15-29

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

Project Information

Project ID: 212887 DEA: 024F79U4 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-151-5.5/R5.8
Work Description: HMA/RHMA PAVING AND ADA SIDEWALK WORK.
Location Description: SHASTA COUNTY IN SHASTA LAKE CITY FROM PANCAKE HILL DRIVE TO LOCUST AVENUE
Contractor Name: S.T. RHOADES CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Sunil Repaka Structure Rep.: Jim Wood

Sample Information

DIME Sample ID: 2018-05-15-29
TL Number from the TL Form: 002178
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: 05/15/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Lab-batched, 1/2-inch Type G Aggregate, Unreated
From where was the sample collected: Manufacturer
Laboratory sample identification: D77384
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc, Northstate Asphalt, Redding CA

Material Information

Source Identification (SMARA or name of Pit): 91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sample: L180451
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 untreated 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 18-11-S1
Lot number:
Sublot number:

Test Results

Test 1 of 10

DIME Test ID: 2018-05-15-29-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/02/2018
Date Tested: 05/16/2018
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 96 %
Cumulative percent passing the 3/8 in. sieve 86.5 %
Cumulative percent passing the 1/4 in. sieve 56.2 %
Cumulative percent passing the #4 sieve 36.9 %
Cumulative percent passing the #8 sieve 18.2 %
Cumulative percent passing the #16 sieve 11.8 %
Cumulative percent passing the #30 sieve 8.1 %
Cumulative percent passing the #50 sieve 5.8 %
Cumulative percent passing the #100 sieve 4.2 %
Cumulative percent passing the #200 sieve 3.15 %

Test 2 of 10

DIME Test ID: 2018-05-15-29-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/02/2018
Date Tested: 06/14/2018
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: 2018-05-15-29-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/02/2018
Date Tested: 06/14/2018
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 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 97 %
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: 2018-05-15-29-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/02/2018
Date Tested: 06/15/2018
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 2.656
Absorption 1.3 %

Test 5 of 10

DIME Test ID: 2018-05-15-29-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/02/2018
Date Tested: 06/18/2018
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 2.639
Bulk specific gravity (SSD Basis) 2.679
Apparent specific gravity 2.750
Absorption 1.5 %

Test 6 of 10

DIME Test ID: 2018-05-15-29-6
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: 08/02/2018
Date Tested: 06/15/2018
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
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 17 %

Test 7 of 10

DIME Test ID: 2018-05-15-29-7
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: 08/02/2018
Date Tested: 06/14/2018
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 80

Test 8 of 10

DIME Test ID: 2018-05-15-29-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 08/02/2018
Date Tested: 06/15/2018
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) 85
Durability Index (fine) 85

Test 9 of 10

DIME Test ID: 2018-05-15-29-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/02/2018
Date Tested: 06/14/2018
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 2.639
Average uncompacted voids 48.3 %

Test 10 of 10

DIME Test ID: 2018-05-15-29-10
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: 08/02/2018
Date Tested: 06/13/2018
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:
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 %

Tests Assigned to this Sample

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