Print Report | Back to Sample Detail

Sample Record for 2015-05-06-4

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

Project Information

Project ID: 209767 DEA: 043G6504 EFIS: 0412000150 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-680-0.35/13.10
Work Description:
Location Description:
Contractor Name: DESILVA GATES CONSTRUCTION LP
Contractor Address: 11555 DUBLIN BLVD, DUBLIN CA 94568
Resident Engineer: JOYTSNA SHARMA Structure Rep.: Mohammad Nasim

Sample Information

DIME Sample ID: 2015-05-06-4
TL Number from the TL Form: C667676 thru C667681
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Verification
Type of Material: Job Mix Formula Partial
Sample Taken Date: 05/06/2015
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2015
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 1/2 HMA
From where was the sample collected: Source
Laboratory sample identification: 15ASPH0237 thru 15ASPH0241
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Lake Herman

Material Information

Source Identification (SMARA or name of Pit): 91-48-0002
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: Stockpile
Where the material sample would have been placed if not sampled: Unknown
Superpave or Non-superpave Mix:

Test Results

Test 1 of 7

DIME Test ID: 2015-05-06-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/02/2015
Date Tested: 05/11/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
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 100 %
Cumulative percent passing the 1/2 in. sieve 96 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 35 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5 %

Test 2 of 7

DIME Test ID: 2015-05-06-4-2
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: 06/02/2015
Date Tested: 05/11/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Sand Equivalent 66

Test 3 of 7

DIME Test ID: 2015-05-06-4-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/02/2015
Date Tested: 05/12/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.655
Absorption 2.2 %

Test 4 of 7

DIME Test ID: 2015-05-06-4-4
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/02/2015
Date Tested: 05/14/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Number of tests 1
Mass Determination NA
Specific Gravity for Sample 1 2.000

Test 5 of 7

DIME Test ID: 2015-05-06-4-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/02/2015
Date Tested: 05/14/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.576 grams
Average uncompacted voids 45.1 %

Test 6 of 7

DIME Test ID: 2015-05-06-4-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/02/2015
Date Tested: 05/15/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced and Fine 1 Faced
Percentage of fractured, coarse, 2 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 7 of 7

DIME Test ID: 2015-05-06-4-7
Test Method: ASTM D4791-10: Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Flat and Elongated Particles)
Verified Date: 06/02/2015
Date Tested: 05/15/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
How is the aggregated being tested? By mass
What test method is being used? Method B
Dimensional ratio used 5.1
Percent (by mass) flat and elongated particles on the 3 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 3 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 2 1/2 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 2 1/2 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 2 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 2 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 1 1/2 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 1 1/2 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 1 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 1 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 3/4 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 3/4 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 1/2 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 1/2 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 3/8 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 3/8 in. sieve 0 %
Percent (by mass) flat and elongated particles on the #4 sieve 0 %
Percent (by mass) not flat and not elongated particles on the #4 sieve 0 %
Flat and elongated particles weighted average no data
Not flat and elongated particles weighted average no data

Tests Assigned to this Sample

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