Sample Record for 2020-04-08-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214424 DEA: 051F6304 EFIS: 0514000040
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41-14.2/15.9
Work Description: ROUTE 41 ATASCADERO ADA PROJECT; CONSTRUCT ADA PATHWAYS AND RAMPS, DRAINAGE SYSTEMS AND SIGNALS.
Location Description: SAN LUIS OBISPO COUNTY IN ATASCADERO FROM SAN GABRIEL ROAD TO ROUTE 101/41 SEPARATION
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: Hassan Iman Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-04-08-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2020
The quantity of what the sample constitutes: 9 bags aggregate
A brief description of the sample: One JMF verification
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Paso Robles
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-40-0013
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: At the plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2020-04-08-5-1
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: 04/24/2020
Date Tested: 04/16/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
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C
|
|
Percent loss after 100 revolutions
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9 %
|
|
Percent loss after 500 revolutions
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29 %
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Test 2 of 4
DIME Test ID: 2020-04-08-5-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 04/24/2020.
Reason: retested
Test 3 of 4
DIME Test ID: 2020-04-08-5-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/24/2020
Date Tested: 04/15/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
96.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
75.6 %
|
|
Cumulative percent passing the #4 sieve
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24.4 %
|
|
Cumulative percent passing the #8 sieve
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9.6 %
|
|
Cumulative percent passing the #16 sieve
|
7.4 %
|
|
Cumulative percent passing the #30 sieve
|
6.2 %
|
|
Cumulative percent passing the #50 sieve
|
2.9 %
|
|
Cumulative percent passing the #100 sieve
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1.3 %
|
|
Cumulative percent passing the #200 sieve
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0.7 %
|
Test 4 of 4
DIME Test ID: 2020-04-08-5-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/24/2020
Date Tested: 04/16/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
99 %
|
