Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66666 DEA: APP EFIS: 0019000052
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2020-05-20-33
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (915) 296-1892
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2020
The quantity of what the sample constitutes: 3 Buckets
A brief description of the sample: HMA - 3/4" Bin
From where was the sample collected: Source
Laboratory sample identification: 20-0085
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock - AR Wilson Quarry
Source Identification (SMARA, name of Pit or Job Site): 91-35-0012::A.R. WILSON QUARRY
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
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
DIME Test ID: 2020-05-20-33-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/01/2020
Date Tested: 06/16/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
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
|
no data0 %
|
Cumulative percent passing the 3/4 in. sieve
|
87.9 %
|
Cumulative percent passing the 1/2 in. sieve
|
46 %
|
Cumulative percent passing the 3/8 in. sieve
|
30.7 %
|
Cumulative percent passing the #4 sieve
|
17.7 %
|
Cumulative percent passing the #8 sieve
|
12.4 %
|
Cumulative percent passing the #16 sieve
|
9.6 %
|
Cumulative percent passing the #30 sieve
|
8 %
|
Cumulative percent passing the #50 sieve
|
6.5 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
3.68 %
|
DIME Test ID: 2020-05-20-33-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/01/2020
Date Tested: 06/17/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.743
|
Absorption
|
1.5 %
|
DIME Test ID: 2020-05-20-33-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/01/2020
Date Tested: 06/25/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.619
|
Bulk specific gravity (SSD Basis)
|
2.694
|
Apparent specific gravity
|
2.832
|
Absorption
|
2.9 %
|
DIME Test ID: 2020-05-20-33-5
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: 07/01/2020
Date Tested: 06/17/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation
|
B
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3502 grams
|
Percent loss after 100 revolutions
|
7 %
|
Percent loss after 500 revolutions
|
30 %
|
DIME Test ID: 2020-05-20-33-6
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: 07/01/2020
Date Tested: 06/26/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2020-05-20-33-7
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 07/01/2020
Date Tested: 06/19/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
B
|
Determination
|
By Mass
|
Dimensional ratio used
|
5:1
|
Weighted percentage of particles (by mass) that were flat and elongated
|
0 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
DIME Test ID: 2020-05-20-33-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/01/2020
Date Tested: 06/29/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.619
|
Average uncompacted voids
|
44.0 %
|
DIME Test ID: 2020-05-20-33-10
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/01/2020
Date Tested: 06/18/2020
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: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced
|
Percentage of questionable, coarse, 2 faced particles tested
|
no data0 %
|
Percentage of questionable, coarse, 1 faced particles tested
|
no data0 %
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|