Summary for Test 2020-08-10-27-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214250 DEA: 021H3204 EFIS: 0215000126 |
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DIST-CO-RTE-PM | 02-TEH-99-12.0/12.6 |
Award Date | 10/09/2019 |
Closeout Date | 11/01/2021 |
Work Description | CONSTRUCT CURB RAMPS AND SIDEWALKS. |
Location Description | TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE |
QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
Sample Taken Date | 08/10/2020 | Sample Unique Key | 27 |
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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 | 08/10/2020 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" Class II AB |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78562 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis inc | Transportation Laboratory (TL) Number | 81519 |
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 |
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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 | Not set |
Test Details
DIME Sample ID: 2020-08-10-27
DIME Test ID: 2020-08-10-27-1
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: 2020-08-18
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/10/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
152 grams | 99 % | |||||
1060 grams | 90 % | |||||
2680 grams | 75 % | |||||
3473 grams | 68 % | |||||
5317 grams | 51 % | |||||
105.1 grams | 40 % | |||||
187.4 grams | 32 % | |||||
252.6 grams | 26 % | |||||
301.9 grams | 21 % | |||||
341.9 grams | 17 % | |||||
367.3 grams | 14 % | |||||
506.1 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2020 ✔