Summary for Test 2023-06-30-1-2

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date06/30/2023 Sample Unique Key1
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 testing06/30/2023
Sample typeQuality Assurance A brief description of the sampleDS 1343 Couth Headwall A1
The quantity of what the sample constitutes29 YDS From where was the sample collectedSupplier
First name of sampler or witnessed byDustin Last name of sampler or witnessed byFox
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility name711 Materials Ridgecrest Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number750216A6
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedConcrete Plant
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDS 1343 South Headwall 1A Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-06-30-1
DIME Test ID: 2023-06-30-1-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-28

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/28/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 52835 lb
Maximum load on cylinder 2: 51970 lb
Maximum load on cylinder 3: 51860 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4203.3 psi
Compressive strength of cylinder 2: 4134.4 psi
Compressive strength of cylinder 3: 4125.7 psi
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters): Cylinders: 3 @28 day

Test was verified on 7/28/2023