Summary for Test 2023-07-07-72-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994388 DEA: 023J8004 EFIS: 0222000085 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-11.0/R26.3,38.0/42.0 |
| Award Date | 12/21/2022 |
| Closeout Date | 10/06/2023 |
| Work Description | PLACE AR CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR HAYFORK FROM 0.7 MILE SOUTH OF WILDWOOD ROAD TO BROWNS CREEK BRIDGE NO. 05-0037 AND NEAR WEAVERVILLE FROM 0.1 MILE NORTH OF RUSH CREEK ROAD TO 0.5 MILE SOUTH OF TANNERY GULCH ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 07/07/2023 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 07/07/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1 bag of Uncoated 3/8″ Aggregate for use in ARB Chip Seal |
| The quantity of what the sample constitutes | One-half of day's production | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sean | Last name of sampler or witnessed by | McWithey |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79286A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Clear Creek | Transportation Laboratory (TL) Number | 898194 |
| 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) | 91-45-0061 |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-07-72
DIME Test ID: 2023-07-07-72-1
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: 2023-10-31
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: Josh Ferency
Date of test: 07/12/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1095.1 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 9 grams | 99 % | |||||
| 265 grams | 76 % | |||||
| 1022 grams | 7 % | |||||
| 73 grams | ||||||
| 31.2 grams | 4 % | |||||
| 37 grams | 3 % | |||||
| 40.6 grams | 3 % | |||||
| 43.7 grams | 3 % | |||||
| 47 grams | 2 % | |||||
| 51.2 grams | 2 % | |||||
General comments (publicly viewable) (Max 1000 characters): P¾″=100.%,
P½″=99%,
P⅜″=76%,
P№4=7%,
P№8=4%,
P№200=2%
Test was verified on 10/31/2023 ✔