Print Report | Back to Sample Detail

Sample Record for 2020-03-20-28

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

Project Information

Project ID: 214251 DEA: 030H5304 EFIS: 0315000203 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80-15.0/17.2
Work Description: REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Hani Eissa Structure Rep.: Shan Eakin

Sample Information

DIME Sample ID: 2020-03-20-28
TL Number from the TL Form: C741826
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF-020-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-34-0045::ASPEN IV SOUTH
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Lab batched from hot bin samples
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 7

DIME Test ID: 2020-03-20-28-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 99 %
Cumulative percent passing the 1/2 in. sieve 78 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 40 %
Cumulative percent passing the #8 sieve 26 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.4 %

Test 2 of 7

DIME Test ID: 2020-03-20-28-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 94 %
Weighted average percentage of fractured, coarse, 1 faced particles 98 %
Percentage of fractured, fine, 1 faced particles tested 98 %

Test 3 of 7

DIME Test ID: 2020-03-20-28-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.739
Absorption 1 %

Test 4 of 7

DIME Test ID: 2020-03-20-28-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity 2.681
Bulk specific gravity (SSD Basis) 2.719
Apparent specific gravity 2.786
Absorption 1.4 %

Test 5 of 7

DIME Test ID: 2020-03-20-28-6
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: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 23 %

Test 6 of 7

DIME Test ID: 2020-03-20-28-7
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: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 86

Test 7 of 7

DIME Test ID: 2020-03-20-28-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.681
Average uncompacted voids 47.2 %