Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993150 DEA: 051G9704 EFIS: 0516000008
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-11.7/17.8
Work Description: COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E. Donovan, Santa Maria, Ca 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
DIME Sample ID: 2022-05-03-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2022
The quantity of what the sample constitutes: L1SL7
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification: L1SL7
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey
DIME Test ID: 2022-05-03-44-1
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: 05/20/2022
Date Tested: 05/06/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.313
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2022-05-03-44-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/23/2022
Date Tested: 05/03/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
Cumulative percent passing the 1 1/2 in. sieve
|
no data0 %
|
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
|
95.3 %
|
Cumulative percent passing the 3/8 in. sieve
|
80.1 %
|
Cumulative percent passing the #4 sieve
|
35.9 %
|
Cumulative percent passing the #8 sieve
|
62 %
|
Cumulative percent passing the #16 sieve
|
49.4 %
|
Cumulative percent passing the #30 sieve
|
37.9 %
|
Cumulative percent passing the #50 sieve
|
23.6 %
|
Cumulative percent passing the #100 sieve
|
12.9 %
|
Cumulative percent passing the #200 sieve
|
7.5 %
|
DIME Test ID: 2022-05-03-44-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 05/23/2022
Date Tested: 05/05/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.186
|
Bulk Specific Gravity 2
|
2.191
|
Bulk Specific Gravity 3
|
2.184
|
Average Bulk Specific Gravity
|
2.187
|