Summary for Test 2023-06-21-35-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
---|---|
DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
Award Date | 01/06/2023 |
Closeout Date | 12/27/2023 |
Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
Sample Taken Date | 06/21/2023 | Sample Unique Key | 35 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/26/2023 |
Sample type | Department Acceptance | A brief description of the sample | Coldfeed |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Clintwood | Last name of sampler or witnessed by | Robancho |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | CF-16 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 99-99-9991 |
---|---|---|---|
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 | Sampling device at 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 |
Test Details
DIME Sample ID: 2023-06-21-35
DIME Test ID: 2023-06-21-35-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-13
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/11/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5329 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
12.9 grams | 100 % | |||||
998.7 grams | 81 % | |||||
1845.7 grams | 65 % | |||||
3657.8 grams | 31 % | |||||
430.6 grams | ||||||
196.0 grams | 17 % | |||||
264.0 grams | 12 % | |||||
305.9 grams | 9 % | |||||
339.1 grams | 7 % | |||||
365.5 grams | 5 % | |||||
385.5 grams | 3.2 % | |||||
388.7 grams |
General comments (publicly viewable) (Max 1000 characters): CF-16
Test was verified on 7/13/2023 ✔