Summary for Test 2023-08-02-74-4
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 993169 DEA: 050A0904 EFIS: 0513000028 |
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DIST-CO-RTE-PM | 05-MON-156-R1.4/R2.0 |
Award Date | 12/14/2021 |
Closeout Date | Not set |
Work Description | WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING. |
Location Description | MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 08/02/2023 | Sample Unique Key | 74 |
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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 | 08/03/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3 sets of 4 x 8" cylinders |
The quantity of what the sample constitutes | 43 cubic yards | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Wesley | Last name of sampler or witnessed by | Rider |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Graniterock Sand City Batch | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 57-7-750-E6 |
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The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 18954R |
Concrete batch plant | Graniterock Sand City Batch | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Chute discharge into wheel barrel | Where the material sample would have been placed if not sampled | Bridge Deck |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-08-02-74
DIME Test ID: 2023-08-02-74-4
Testing Lab: CT D05 - Monterey Construction Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-09
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wesley Rider
Date of test: 08/09/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.05 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 119920 lb
Maximum load on cylinder 2: 119720 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.75 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Compressive strength (to nearest 10 psi): 4180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2023 ✔