Summary for Test 2023-08-08-45-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145-26.1/34/1, 2.0/8.0 |
| Award Date | 04/18/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Cold plane asphalt concrete pavement and place RHMA. |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13 |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 08/08/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 08/09/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | 200 tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Allison |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Granite Coalinga |
|---|---|---|---|
| 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 | Windrow | |
| 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
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DIME Sample ID: 2023-08-08-45
DIME Test ID: 2023-08-08-45-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-08-15
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/09/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5574 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 % | |||||
| 257.0 grams | 95 % | |||||
| 753.0 grams | 86 % | |||||
| 2098.0 grams | 62 % | |||||
| 478 grams | ||||||
| 155.6 grams | 42 % | |||||
| 267.4 grams | 27 % | |||||
| 370.1 grams | 14 % | |||||
| 428.0 grams | 6 % | |||||
| 453.0 grams | 3 % | |||||
| 462.3 grams | 2 % | |||||
General comments (publicly viewable) (Max 1000 characters): sample was 100% RAP
sec 19-9.02
Test was verified on 8/15/2023 ✔