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Sample Record for 2017-05-17-15

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Project Information

Project ID: 212886 DEA: 023H1204 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-R0.0/R22.4
Work Description: COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location Description: TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Henry Benner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-05-17-15
TL Number from the TL Form: 851339
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: 05/17/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2017
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Laboratory-Combined Untreated Virgin 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D76918F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Inc - Northstate Asphalt - Redding, CA

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sample: Combined Virgin Aggregate
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile at the Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 17-04-S1
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 11

Test Results

Test 1 of 11

DIME Test ID: 2017-05-17-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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: not applicable
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
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 90.2 %
Cumulative percent passing the 1/2 in. sieve 71.9 %
Cumulative percent passing the 3/8 in. sieve 52.4 %
Cumulative percent passing the #4 sieve 45.1 %
Cumulative percent passing the #8 sieve 29.8 %
Cumulative percent passing the #16 sieve 20.2 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 9.6 %
Cumulative percent passing the #100 sieve 6.7 %
Cumulative percent passing the #200 sieve 5.01 %

Test 2 of 11

DIME Test ID: 2017-05-17-15-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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 11

DIME Test ID: 2017-05-17-15-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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 97 %
Percentage of fractured, coarse, 1 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 4 of 11

DIME Test ID: 2017-05-17-15-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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: not applicable
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.655
Absorption 1.4 %

Test 5 of 11

DIME Test ID: 2017-05-17-15-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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: not applicable
Additional Comments When Verified:
Bulk specific gravity 2.622
Bulk specific gravity (SSD Basis) 2.668
Apparent specific gravity 2.749
Absorption 1.8 %

Test 6 of 11

DIME Test ID: 2017-05-17-15-6
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: 07/13/2018
Date Tested: 05/05/2017
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 3 %
Percent loss after 500 revolutions 12 %

Test 7 of 11

DIME Test ID: 2017-05-17-15-7
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 07/13/2018
Date Tested: 07/24/2017
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:
Size of aggregate being tested Coarse and Fine Aggregate
What type of solution was used? Sodium sulfate
What was the condition of the solution? Freshly prepared
Number of immersion cycles performed 5
Coarse weighted average loss 0.7 %
Fine weighted average loss 5.2 %

Test 8 of 11

DIME Test ID: 2017-05-17-15-8
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: 07/13/2018
Date Tested: 05/05/2017
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 72

Test 9 of 11

DIME Test ID: 2017-05-17-15-9
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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) 87
Durability Index (fine) 78

Test 10 of 11

DIME Test ID: 2017-05-17-15-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/13/2018
Date Tested: 05/05/2017
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 2.622
Average uncompacted voids 47.2 %

Test 11 of 11

DIME Test ID: 2017-05-17-15-11
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: 07/13/2018
Date Tested: 05/05/2017
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 %