Summary for Test 2023-04-03-56-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 04/03/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Concrete Aggregate, Coarse, 1½ x ¾-inch Primary Aggregate Nominal Size |
| The quantity of what the sample constitutes | up to 600 cy | From where was the sample collected | Source |
| First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79226A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 815605 |
| 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) | Custom Crushing |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-03-56
DIME Test ID: 2023-04-03-56-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-25
Test Results
What size aggregate is being tested?: 1.5 in. x 0.75 in. - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/18/2023
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 15263 grams | ||||||
| 0.0 grams | 100 % | |||||
| 765.0 grams | 95 % | |||||
| 9984.0 grams | 30 % | |||||
| 3924.0 grams | 4 % | |||||
| 515.0 grams | 0 % | |||||
| 15.0 grams | 0 % | |||||
| 60.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P2″=100.%,
P1½″=95%,
P1″=30.%,
P¾″=4%,
P½″=0.%,
P⅜″=0.%
Test was verified on 5/25/2023 ✔