Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 7566 DEA: 042640K4 EFIS: 0412000406 COOP: 0412458
QA Service Level: 1
DIST-CO-RTE-PM: 04---
Work Description:
Location Description:
Contractor Name: GHILOTTI-MYERS JV
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Richard Duncan Structure Rep.: Brian Beaudoin
DIME Sample ID: 2015-03-30-3
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Verification
Type of Material: Job Mix Formula Partial
Sample Taken Date: 03/30/2015
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2015
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Class 2 AB
From where was the sample collected: Source
Laboratory sample identification: 15ASPH-0230
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GBI Silveria
Source Identification (SMARA, name of Pit or Job Site): NA
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:
DIME Test ID: 2015-03-30-3-1
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: 05/04/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
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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
|
96 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
75 %
|
|
Cumulative percent passing the #4 sieve
|
57 %
|
|
Cumulative percent passing the #8 sieve
|
40 %
|
|
Cumulative percent passing the #16 sieve
|
30 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
14 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
7 %
|
DIME Test ID: 2015-03-30-3-2
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: 05/04/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
