Summary for Test 2023-10-31-65-1
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 | 10/31/2023 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 11/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | from 2000 cy / 3000 tons to Entire Project | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79374 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis | Transportation Laboratory (TL) Number | 851261 |
| 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) | 00-00-0000 |
|---|---|---|---|
| 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 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-31-65
DIME Test ID: 2023-10-31-65-1
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: 2023-11-17
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: Colt Sweeny
Date of test: 11/07/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10799.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1026.0 grams | 90 % | |||||
| 2281.0 grams | 79 % | |||||
| 3531.0 grams | 67 % | |||||
| 4176.0 grams | 61 % | |||||
| 5299.0 grams | 51 % | |||||
| 474.5 grams | ||||||
| 74.8 grams | 43 % | |||||
| 168.4 grams | 33 % | |||||
| 256.9 grams | 23 % | |||||
| 321.8 grams | 16 % | |||||
| 364.4 grams | 12 % | |||||
| 390.6 grams | 9 % | |||||
General comments (publicly viewable) (Max 1000 characters): P2″=100.%,
P1″=90.%,
P¾″=79%,
P№4=51%,
P№30=23%,
P№200=9%
Test was verified on 11/17/2023 ✔