Summary for Test 2023-05-26-55-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
---|---|
DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
Award Date | 07/13/2022 |
Closeout Date | 04/11/2024 |
Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
Sample Taken Date | 05/26/2023 | Sample Unique Key | 55 |
---|---|---|---|
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 | 05/30/2023 |
Sample type | Acceptance | A brief description of the sample | 4 bags of 3/4-inch Maximum Class 2 Aggregate Base |
The quantity of what the sample constitutes | Up to 500 cy or 1 day | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D79250 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Bear Gulch Quarry | Transportation Laboratory (TL) Number | 857931 |
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) | 91-45-0023::Bear Gulch Limestone Quarry - Ingot, CA |
---|---|---|---|
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 | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-05-26-55
DIME Test ID: 2023-05-26-55-1
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: 2023-07-20
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: Dennis Hickey
Date of test: 06/02/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
7038.5 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
138 grams | 98 % | |||||
1262 grams | 82 % | |||||
1940 grams | 72 % | |||||
3558 grams | 49 % | |||||
505.7 grams | ||||||
157.1 grams | 34 % | |||||
260.7 grams | 24 % | |||||
327.8 grams | 17 % | |||||
373.9 grams | 13 % | |||||
402.4 grams | 10 % | |||||
419.5 grams | 8 % |
General comments (publicly viewable) (Max 1000 characters): P1"=100.%,
P¾"=98%,
P№4=49%,
P№30=17%,
P№200=8%
Test was verified on 7/20/2023 ✔