Sample Record for 2023-09-07-74
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994812 DEA: 042K7204 EFIS: 0417000014
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R14.3/24.3
Work Description: Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail.
Location Description: On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing.
Contractor Name: O.C. Jones & Sons, Inc. (Victor Babbitt)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rabi Mukherjee Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-09-07-74
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 09/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 2
A brief description of the sample: 3/4-Inch HMA - SP Type A PG 58-22VL
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Pleasanton Drier Drum
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-01-0010
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: Sample Pickup From Plant
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:
Sublot number:
Aggregate Mix Number: 3923
Test Results
Test 1 of 2
DIME Test ID: 2023-09-07-74-9
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: 10/25/2023
Date Tested: 09/10/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Clay Reading=5.3
Sand Reading=4.0
S.E.=76
Test PASSED
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 2
DIME Test ID: 2023-09-07-74-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/25/2023
Date Tested: 09/10/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Virgin Results
3/4=25
1/2=1105
3/8=2110
4=3350
8=252
16=316
30=348
50=374
100=392
200=402
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
no data0 %
|
|
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
|
no data0 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
no data0 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
5 %
|
|
Cumulative percent passing the #4 sieve
|
650 %
|
|
Cumulative percent passing the #8 sieve
|
181 %
|
|
Cumulative percent passing the #16 sieve
|
244 %
|
|
Cumulative percent passing the #30 sieve
|
277 %
|
|
Cumulative percent passing the #50 sieve
|
309 %
|
|
Cumulative percent passing the #100 sieve
|
337 %
|
|
Cumulative percent passing the #200 sieve
|
356 %
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2023-09-07-74-1 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Clay Reading=4.4
Sand Reading=3.8
S.E.=87
Sample #1
Granite Pleasanton Drier Drum Plant
Test PASSED | |
| 2023-09-07-74-2 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Virgin Results
3/4=50
1/2=845
3/8=1665
4=3075
8=280
16=357
30=400
50=433
100=456
200=469 | |
| 2023-09-07-74-3 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Clay Reading=4.6
Sand Reading=3.8
S.E.=83
Test PASSED | |
| 2023-09-07-74-4 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Virgin Results
3/4=15
1/2=790
3/8=1520
4=2635
8=265
16=355
30=402
50=433
100=453
200=464 | |
| 2023-09-07-74-5 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Clay Reading=4.2
Sand Reading=3.9
S.E.=93
Test PASSED | |
| 2023-09-07-74-6 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Virgin Results
3/4=25
1/2=755
3/8=1545
4=2795
8=278
16=362
30=405
50=435
100=455
200=465 | |
| 2023-09-07-74-7 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Clay Reading=4.4
San Reading=3.8
S.E.=87
Test PASSED | |
| 2023-09-07-74-8 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 10/25/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Concord Field Laboratory | Virgin Results
3/4=105
1/2=975
3/8=1590
4=2385
8=278
16=361
30=408
50=440
100=464
200=478 | |
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