Sample Record for 2020-08-02-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214802 DEA: 031G7004 EFIS: 0319000135
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-28.0/30.6
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS.
Location Description: SUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Selvendran Manoharan Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-08-02-4
TL Number from the TL Form: C557545
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (916) 227-7204
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2020
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4" cold feed RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 20-HMA-0155
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Desilva Gates
Material Information
Source Identification (SMARA or name of Pit): not provided
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: Auto Sampler at sources
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: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2020-08-02-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/19/2020
Date Tested: 08/12/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
|
No
|
Has the fine aggregate sample been reduced?
|
No
|
Total mass of material in the sample
|
5766.9 grams
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
Cumulative mass retained on the 3/4 in. sieve
|
114.5 grams
|
Cumulative mass retained on the 1/2 in. sieve
|
1352.4 grams
|
Cumulative mass retained on the 3/8 in. sieve
|
1978.5 grams
|
Cumulative mass retained on the #4 sieve
|
3959.3 grams
|
Cumulative mass retained on the #8 sieve
|
292.8 grams
|
Cumulative mass retained on the #16 sieve
|
427.9 grams
|
Cumulative mass retained on the #30 sieve
|
499.4 grams
|
Cumulative mass retained on the #50 sieve
|
547.1 grams
|
Cumulative mass retained on the #100 sieve
|
577.2 grams
|
Cumulative mass retained on the #200 sieve
|
598.7 grams
|
Cumulative mass retained on the pan
|
no data
|
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
|
98 %
|
Cumulative percent passing the 1/2 in. sieve
|
76.5 %
|
Cumulative percent passing the 3/8 in. sieve
|
65.7 %
|
Cumulative percent passing the #4 sieve
|
31.3 %
|
Cumulative percent passing the #8 sieve
|
17.7 %
|
Cumulative percent passing the #16 sieve
|
11.4 %
|
Cumulative percent passing the #30 sieve
|
8.1 %
|
Cumulative percent passing the #50 sieve
|
5.9 %
|
Cumulative percent passing the #100 sieve
|
4.5 %
|
Cumulative percent passing the #200 sieve
|
3.48 %
|
Test 2 of 2
DIME Test ID: 2020-08-02-4-2
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: 08/19/2020
Date Tested: 08/14/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified: