Summary for Test 2023-10-19-99-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994609 DEA: 112N1194 EFIS: 1121000148 |
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DIST-CO-RTE-PM | 11-SD-94-14.9/29.2 |
Award Date | 05/18/2023 |
Closeout Date | Not set |
Work Description | MICROSURFACING, RUMBLE STRIP, PAVEMENT MARKING, & SHOULDER BACKING. |
Location Description | SAN DIEGO COUNTY NEAR JAMUL FROM JUNCTION ROUTE 54/94 TO 0.7 MILE EAST OF DULZURA CREEK |
QA Service Level | 1 (Verified on 08/23/2023) |
Sample Information
Sample Taken Date | 10/19/2023 | Sample Unique Key | 99 |
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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 | 02/27/2024 |
Sample type | Quality Assurance | A brief description of the sample | Type III Micro-surfacing |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Stewart |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0220-S | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | VSSI | 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) | Plant |
---|---|---|---|
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 | Micro-surfacing | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-10-19-99
DIME Test ID: 2023-10-19-99-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-04-04
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: Shawn Rivers
Date of test: 04/08/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1206 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
161.0 grams | 87 % | |||||
400 grams | ||||||
134.0 grams | 58 % | |||||
221.0 grams | 39 % | |||||
274.0 grams | 27 % | |||||
321.0 grams | 17 % | |||||
354.0 grams | 10 % | |||||
374.0 grams | 5.7 % | |||||
377 grams |
General comments (publicly viewable) (Max 1000 characters): Test results are within specification limits.
Test was verified on 4/4/2024 ✔