Summary for Test 2022-09-21-26-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date09/21/2022 Sample Unique Key26
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 testing09/23/2022
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byjames Last name of sampler or witnessed byb
Title of sampler Telephone number of sampler
Laboratory sample identification1012-62A Linked DIME Sample ID
The fabricator/manufacturer/facility namecoffman Transportation Laboratory (TL) Number62
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numbernp
The truck number from where the sample was collected72 The batch plant ticket number from where the sample was collected27
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedjob Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-09-21-26
DIME Test ID: 2022-09-21-26-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-09-28

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/28/2022
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 5.98 in
Average diameter of cylinder 6: 5.99 in
Maximum load on cylinder 1: 15855 lb
Maximum load on cylinder 2: 15155 lb
Maximum load on cylinder 3: 15625 lb
Maximum load on cylinder 4: 15420 lb
Maximum load on cylinder 5: 15665 lb
Maximum load on cylinder 6: 15790 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.09 in^2
Cross sectional area of cylinder 6: 28.18 in^2
Compressive strength of cylinder 1: 564.4 psi
Compressive strength of cylinder 2: 539.5 psi
Compressive strength of cylinder 3: 554.5 psi
Compressive strength of cylinder 4: 547.2 psi
Compressive strength of cylinder 5: 557.7 psi
Compressive strength of cylinder 6: 560.3 psi
Compressive strength (to nearest 10 psi): 550 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/28/2022